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HomeMy WebLinkAboutCouncil Packet - 5/28/2019THE CITY COUNCIL OF THE CITY OF WATERLOO, IOWA, REGULAR SESSION TO BE HELD AT THE HAR OLD E. GETTY COUNCIL CHAMBERS Tuesday, May 28, 2019 5:30 PM CITY OF WATERLOO GOALS 1. Support the creation of new, livable wage jobs through a balanced economic development approach of assisting existing businesses, fostering start-ups, attracting new employers and cultivating an adequate workforce. 2. Implement a Community Policing strategy that creates a safe environment in Waterloo. 3. Reduce the City's property tax levies through a responsible balance of cost reduction in City operations and increases in taxable property valuations to ensure that Waterloo is a competitive, affordable, and livable city. 4. Enhance the image of Waterloo and the City to residents and businesses inside and outside of the community. General Rules for Public Participation 1. At the chair/presider's discretion, you may address an item on the current agenda by stepping to the podium, and after recognition by the chair/presider, state your name, address and group affiliation (if appropriate) and speak clearly into the microphone. 2. You may speak one (1) time per item for a maximum of five (5) minutes as long as you have registered with the City Clerk's office no later than 4:00 p.m. o n the day of the Council Meeting. If not registered with the City Clerk's office you may speak one (1) time per item for a maximum of three (3) minutes. 3. If there is a hearing scheduled as part of an agenda item, the chair/presider will allow everyone who wishes to address the council, using the same participation guidelines found in these "general rules " . 4. Although not required by city code of ordinances, oral presentations may be allowed at the chair/presider's (usually the Mayor or Mayor Pro Tem) discretion. The "oral presentations" section of the agenda is your opportunity to address items not on the agenda. You may speak one (1) time for a maximum of five (5) minutes as long as you have registered with the City Clerk's office no later than 4:00 p.m. o n the day of the Council Meeting. If not registered with the City Clerk's office a speaker may speak to one (1) issue per meeting for a maximum of three (3) minutes. Official action cannot be taken by the Council at that time, but may be placed on a future agenda or referred to the appropriate department. 5. Keep comments germane and refrain from personal, impertinent or slanderous remarks. 6. Questions concerning these rules or any agenda item may be directed to the Clerk's Office at 291-4323. 7. Citizens are encouraged to register with the Clerk's Office by 4:00 p.m. o n Monday of the day of the City Council meeting to appear before the City Council (may also register by phone). Registered speakers will be given first priority. Page 1 of 323 Roll Call. Prayer or Moment of Silence Pledge of Allegiance Sharon Juon, At -Large Council Member Agenda, as proposed or amended. Minutes of May 20, 2019, Regular Session, as proposed. Minutes of the May 22, 2019 Special Session as proposed. Proclamation declaring June 3-9, 2019 as the 37th Annual My Waterloo Days. ORAL PRESENTATIONS Iowa Code Chapter 21 gives the public the right to attend council meetings but it does not require cities to allow public participation except during public hearings. The City of Waterloo encourages the public to participate during the Oral Presentations by following the rules listed on the front of the agenda. 1. Consent Agenda: (The following items will be acted upon by voice vote on a single motion without separate discussion, unless someone from the council or public requests that a specific item be considered separately.) A. Resolution to approve the following: 1. Bills Payment, Finance Committee Invoice Summary Report, a copy of which is on file in the office of the City Clerk. 2. Resolution approving Variance to Noise Ordinance request from Main Street Waterloo to hold the My Waterloo Days festival June 7-8, 2019, from 9:00 a.m. to midnight, including barricades, live music, D.J. and use of a P.A. System. Submitted By: Lieutenant Corbin Payne 3. Resolution approving Variance to Noise Ordinance request from Brenda Jones for a birthday party to be held at Lafayette Park on June 8, 2019, from 4:00 p.m. to 7:00 p.m., including music and food. Submitted By: Lieutenant Corbin Payne 4. Resolution approving Variance to Noise Ordinance request from Crystal Stelly for the Shirley & Pat Family Reunion to be held at Exchange Park on July 6, 2019, from 9:00 a.m. to 10:00 p.m., including music, and use of a P.A. system. Submitted By: Lieutenant Corbin Payne 5. Resolution approving Variance to Noise Ordinance request from LaTanya Graves on behalf of the NAACP/Social Action, Inc., for the 24th Annual Juneteenth Celebration to be held at Sullivan Park on June 15, 2019, from 12 Noon to 6:00 p.m., including a drill team, music with a D.J., and use of a P.A. system. Page 2 of 323 Submitted By: Lieutenant Corbin Payne 6. Request from Irving Elementary School to hold a 5K Race on June 1, 2019 from 8:30 a.m. to 11:30 a.m., commencing and concluding in the area of Irving Elementary School, located at W. 5th Street and Locust Street, with the route primarily on the residential streets near the school. Submitted By: Lieutenant Corbin Payne 7. Resolution setting date of public hearing as June 10, 2019 to approve the request by the DGOGWaterlooia10032018 LLC, (Dollar General) to vacate a drainage easement located northeast of the Martin Luther King, Jr. Drive and the Idaho Street Intersection, and instruct the City Clerk to publish notice. Submitted By: Noel Anderson, Community Planning and Development Director 8. Resolution setting date of public hearing as June 10, 2019 to approve the sale and conveyance of a portion of former West San Marnan Drive right-of-way, located adjacent to Sunnyside Country Club, in the amount of $1.00 to Sunnyside South Addition, LLC, in accordance with a project development agreement approved by Resolution No. 2017-755 on September 11, 2017, and instruct City Clerk to publish notice. Submitted By: Noel Anderson, Community Planning & Development Director B. Motion to approve the following: 1. TRAVEL REQUESTS a. Sam Barrett, Sanitation Supervisor and Dave Roeder, Waste Tech Class/Meeting: Compost Operator Training Destination: Iowa City, IA Dates: June 21, 2019 Amount not to exceed: $220 b. Felicia Smith-Nalls, Neighborhood Services (Amended) Class/Meeting: Opening Doors to the Future Destination: Palm Springs, CA Dates: May 16-17, 2019 Amount not to exceed: $1,795 2. LIQUOR LICENSES a. Brighouse Bar and Grill, 307 W. 5th Street Class: C Liquor w/Outdoor Service Renewal Application Includes Sunday Expiration Date: 5/13/2020 b. Local's Bar and Grill, 229 E. 4th Street Class: C Liquor w/Outdoor Service Renewal Application Includes Sunday Expiration Date: 5/20/2020 c. Metro Mart #1, 3201 W. 4th Street Class: C Beer Renewal Application Includes Sunday Expiration Date: 6/30/2020 d. New Star, 1459 Ansborough Avenue Page 3 of 323 Class: B Wine / C Beer / E Liquor Renewal Application Includes Sunday Expiration Date: 6/2/2020 e. Prime Mart, 508 Broadway Street Class: B Wine / C Beer / E Liquor Renewal Application Includes Sunday Expiration Date: 3/31/2020 f. Risque' Gentlemen's Club, 301 W. 4th Street Class: C Liquor Renewal Application Does not include Sunday Expiration Date: 5/27/2020 Steamboat Gardens, 1740 Falls Avenue Class: C Liquor Renewal Application Does not include Sunday Expiration Date: 6/13/2020 h. Veteran's of Foreign Wars Club Post 1623, 1406 Commercial Street *Extending Outdoor Service for June Event* Class: A Liquor w/Outdoor Service Renewal Application Includes Sunday Expiration Date: 1/14/2020 g. 3. APPOINTMENTS a. Rodney Curran Board/Commission: Plumbing Board Expiration Date: March 1, 2022 New Appointment b. Thomas E. Wall Board/Commission: Waterloo Water Works Board of Trustees Expiration Date: January 12, 2024 Correct expiration date of term 4. Fireworks Display at Waterloo Bucks home games, Riverfront Stadium, 850 Park Road, on June 1, 5, 15, 22, July 4, 16, 20, 27,and August 3, 10, 2019, beginning at 10:00 p.m. and lasting 10 minutes. 5. Fireworks Display for Relay for Life of Black Hawk County at Hawkeye Community College on June 14, 2019, beginning at 10:00 p.m. and lasting approximately 20 minutes. 6. Fireworks Display at Park Avenue Bridge in conjunction with the VGM Heartland Conference 2019, on June 10, 2019, beginning at 9:30 p.m. and lasting approximately 30 minutes. 7. Fireworks Display at Sunnyside Country Course, 1600 Olympic Drive, on July 4, 2019, beginning at at 10:00 p.m. and lasting approximately 25 minutes. 8. Cigarette/Tobacco Permit New Application for The Smoking Dragon, 501 W. 4th Page 4 of 323 Street. 9. Recommendation of appointment of Kendra Wyatt to the position of Executive Secretary to the Mayor, effective June 3, 2019. 10. Recommendation of appointment of Jennifer Seifried to the position of Public Works Administrative Secretary, effective June 10, 2019. Submitted By: PUBLIC HEARINGS 2. FY 2019 Dysart Road and W. 2nd Street Reconstruction Program, Contract No. 970. Motion to receive and file proof of publication of notice of public hearing. HOLD HEARING - No comments on file. Motion to close hearing and receive and file oral and written comments. Resolution confirming approval of plans, specifications, form of contract, etc. Resolution authorizing to proceed. Motion to receive, file and instruct City Clerk to read bids and refer to City Engineer for review. Submitted By: Dennis Gentz, PE, Assistant City Engineer 3. Regulated Asbestos -Containing Materials Demolition Services at: 1107 Commercial Street, 919-925 Commercial Street, 613 W. 7th Street, and instructing City Clerk to publish notice. Motion to receive and file proof of publication of notice of public hearing. HOLD HEARING - No comments on file. Motion to close hearing and receive and file oral and written comments. Resolution confirming approval of plans, specifications, form of contract, etc. Resolution authorizing to proceed. Motion to receive, file and instruct the City Clerk to read bids. Resolution awarding bid to of , , in the amount of $ and approving contract, bonds, and certificates of insurance in conjunction with Regulated Asbestos -Containing Materials Demolition Services at: 1107 Commercial Street, 919-925 Commercial Street, 613 W. 7th Street, and authorize the Mayor and City Clerk to execute said documents. Submitted By: Noel Anderson, Community Planning and Development Director 4. Riverloop Public Market Fire Suppression Project. The hearing is cancelled and will be rescheduled at a later date. Submitted By: Noel Anderson, Community Planning and Development Director RESOLUTIONS 5. Resolution approving a Grant Agreement with the Otto Schoitz Foundation in the amount of $100,000, in conjunction with the Waterloo Skatepark Project, and authorize the Leisure Services Director to execute said document. Submitted By: Paul Huting, Leisure Services Director 6. Resolution approving acceptance of a 2020 GTSB Highway Safety Grant in the amount of $59,500, for traffic safety enforcement. Page 5 of 323 Submitted By: Dave Mohlis, Police Captain 7. Resolution approving a revision of the Intended Use Plan for the Dry Run Creek Interceptor Project by adding a generator at the Texas Street (Hawkeye) Lift Station to handle the additional flows, modifying original project expenses, for updating the Department of Natural Resources. Submitted By: Brian Bowman, Waste Management Treatment Operations Supervisor 8. Resolution approving support for submission of Intended Use Plan and updating the Facility Plan to the Iowa Department of Natural Resources for the Titus (Midland Avenue) Lift Station and Force Main Project. Submitted By: Brian Bowman, Waste Management Treatment Operations Supervisor 9. Resolution approving award of contract to Peterson Contractors, Inc., of Reinbeck, Iowa, in the amount of $262,420.00, and approving the contract, bonds, and certificate of insurance for the FY 2019 Cattle Congress Sanitary Sewer Force Main Emergency Bypass Repair Project, and authorize City Engineer to execute said document. Submitted By: Jamie Knutson, PE, City Engineer 10. Resolution approving 28E Agreements with Elk Run Heights, Cedar Township, and East Waterloo Township, to provide Fire and EMS protection, and authorize the Mayor to execute said documents. Submitted By: Pat Treloar, Fire Chief ORDINANCES 11. An ordinance amending the City of Waterloo City Code by repealing Title 6 Motor Vehicles and Traffic, Chapter 2 Bicycles and enacting in lieu thereof a new Title 6 Motor Vehicles and Traffic, Chapter 2 Bicycles. Motion to receive, file, consider and pass for the first time an ordinance amending the City of Waterloo City Code by repealing Title 6 Motor Vehicles and Traffic, Chapter 2 Bicycles and enacting in lieu thereof a new Title 6 Motor Vehicles and Traffic, Chapter 2 Bicycles. Motion to suspend the rules. Motion to consider and pass for the second the third times and adopt said ordinance. Submitted By: Mohammad Elahi, Traffic Engineer ADJOURNMENT Motion to adjourn. Kelley Felchle City Clerk MEETINGS 4:55 p.m. Council Work Session, Harold E. Getty Council Chambers 5:10 p.m. Finance Committee, Harold E. Getty Council Chambers PUBLIC INFORMATION Page 6 of 323 1. Communication from the Waterloo Police Department on the notice of the conclusion of employment for Michael Vauthier, Police Officer, effective May 10, 2019, with recommendation of approval of payout of $18,739.73 for unused benefits. 2. Leisure Services Commission Board Meeting minutes of April 9, 2019. 3. Leisure Services Commission Board Meeting minutes of March 12, 2019. 4. Planning, Programming & Zoning minutes of April 2, 2019. 5. Historic Preservation Commission minutes of February 19 and March 19, 2019. 6. Complete Streets minutes of December 18, 2018 and March 19, 2019. 7. Community Development Board Meeting minutes March and April 2019. Page 7 of 323 CITY OF WATERLOO Council Communication Minutes of May 20, 2019, Regular Session, as proposed. City Council Meeting: 5/28/2019 Prepared: REVIEWERS: Department Reviewer Clerk 0 lac I igby, Nan cy Action Date Approved 5/21/2019 5: ( PM ATTACHMENTS: Description Type Minutes of May 20, I( B,ck.up Material Submitted by: Submitted By: Page 8 of 323 May 20, 2019 The Council of the City of Waterloo, Iowa, met in Regular Session at Harold E. Getty Council Chambers, Waterloo, Iowa, at 5:30 p.m., on Monday, May 20, 2019. Mayor Quentin Hart in the Chair. Roll Call: Jacobs, Morrissey, Feuss, Klein, Amos, Schmitt, and Juon. Prayer or Moment of Silence. Pledge of Allegiance: Sandie Greco, Traffic Superintendent 146279 - Juon/Schmitt that the Agenda, as proposed, for the Regular Session on Monday, May 20, 2019, at 5:30 p.m., be accepted and approved. Voice vote -Ayes: Seven. Motion carried. 146280 - Juon/Schmitt that the Minutes, as proposed, for the Regular Session on Monday, May 13, 2019, at 5:30 p.m., be accepted and approved. Voice vote -Ayes: Seven. Motion carried. Proclamation declaring May 19-25, 2019 as National Public Works Week. Proclamation declaring May 25, 2019 as 105.7 KOKZ Fourth Street Cruise Day. Proclamation declaring May 19-25, 2019 as Emergency Medical Services Week. ORAL PRESENTATIONS Charlie Burrell, 1416 Ridgemont, explained that he is representing the Sulentic Park Neighborhood Association and the over 300 people who signed a petition to stop the city from selling 1.5 acres of the park. He explained that the proposed sale site would deter the walk in access to the park. Todd Obadal, 124 Amity Drive, explained that a citizen noticed sewage leaking into the river and contacted a local media outlet not the city. A sign went up on May 2nd to deter people from using that area. The citizen contacted the DNR and stated that the city had not contacted DNR. He explained that the city stated that they found the leak and notified the public and DNR immediately. He further commented that the city needs to be accountable for its actions. Mayor Hart commented that as soon as he found out about the issue he immediately worked to put together a press release, did an interview with KWWL to make sure the public was informed, reached out to AECOM for DNR notification and communicated with the city council members within an hour. He stated that he would look into the time frames that Mr. Obadal mentioned with regard to others' knowledge of the reported leak. Forrest Dillavou, 1715 Huntington Road, commented on the removal of two trees via court order and questioned if this would go on assessments. He further questioned what citizens should do about dead trees on their property. Dave Zellhoefer, City Attorney, explained Code Enforcement could deem a tree a nuisance and get a court order to remove the tree. The cost is assessed against the taxes. David Dryer, 3145 W. 4th Street, questioned if anyone has read or heard of the Iowa Bicycle Coalition Rules. He commented that there was not a license, fees, insurance, or safety training requirements in the ordinance. Lawrence Wheeler, 433 Bratnober, explained that he would like to submit documentation to have Roundup usage banned in the city. Mr. Morrissey reminded the public that this Friday, May 24 is the Bike to Friday' loo event. Mr. Schmitt commented on the question he asked last week regarding how city employee insurance premiums compared to the private sector and explained that since that meeting, several citizens contacted him sharing what they pay for premiums and that the range of cost for family coverage is $300 to $1600 a month. Page 9 of 323 May 20, 2019 Page 2 Mayor Hart expressed his displeasure with the method Mr. Schmitt used to obtain and share the information with fifty three members of the Cedar Valley Ambassadors, as well as his decision to share that information tonight one week after the city's health care renewal rates were approved. Mr. Jacobs commented that he is in his fourth year on council and asked the public to use the podium as a means to move the city forward not to drag the city down. 146281 - Juon/Schmitt that the above oral comments be received and placed on file. Voice vote -Ayes: Seven. Motion carried. CONSENT AGENDA 146282 - Juon/Schmitt that the following items on the consent agenda be received, placed on file and approved: a. Resolutions to approve the following: 1. 1. Resolution approving Finance Committee Invoice Summary Report, dated May 20, 2019, in the amount of $14,558,203.82 a copy of which is on file in the City Clerk's office, together with recommendation of approval of the Finance Committee. Resolution adopted and upon approval by Mayor assigned No. 2019-365. 2. Resolution setting date of public hearing as June 3, 2019 to approve the request by Dollar General of West Plains, Missouri, for a Site Plan Amendment to the "C -P" Planned Commercial District to allow for the construction of a 9,100 square foot Dollar General retail store located northeast of the Martin Luther King, Jr. Drive and Idaho Street Intersection, and instruct the City Clerk to publish notice. Resolution adopted and upon approval by Mayor assigned No. 2019-366. 3. Resolution setting date of public hearing as June 3, 2019 to approve the request by the Dollar General to vacate 1.47 acres of City Right -of -Way located northeast of the Martin Luther King, Jr. Drive and Idaho Street Intersection, and instruct the City Clerk to publish notice. Resolution adopted and upon approval by Mayor assigned No. 2019-367. 4. Resolution setting date of public hearing as June 3, 2019 to approve a request by the City of Waterloo to rezone 20.88 acres of land from "A-1" Agricultural District to "M -2,P" Planned Industrial District located northwest of 4455 Remington Road, and instruct the City Clerk to publish notice. Resolution adopted and upon approval by Mayor assigned No. 2019-368. 5. Resolution setting date of public hearing as June 3, 2019, to approve the request by MMS Consultants, on behalf of the City of Waterloo, for a Site Plan Amendment to the "M -2,P" Planned Industrial District for the construction of 416,678 square feet of warehouse, office, and maintenance buildings located east of 1994 Newell Street, and instruct the City Clerk to publish said notice. Resolution adopted and upon approval by Mayor assigned No. 2019-369. b. Motion to approve the following: a. Travel Requests Name & Title of Personnel Class/Meeting Destination Date(s) Amount not to Exceed Kent Shankle, Transport of exhibition/program Rhinelander, May 18-20, $300 Page 10 of 323 May 20, 2019 2. a. b. c. d. e. f. g. h. Page 3 Director supplies. WI 2019 Approved Beer, Liquor, and Wine Applications Name & Address of Business Class New or Renewal Expiration Date Includes Sunday Behar Bar, 312 W. 4th Street C Liquor w/Outdoor Service New 4/30/2020 Casey's General Store #2427, 3035 Logan Avenue *Adding Liquor* B Wine / C Beer / E Liquor New 6/14/2020 x Golden China Restaurant, 106 Brookeridge Drive C Liquor Renewal 5/4/2020 x Iowa Irish Fest, Lincoln Park C Liquor w/Outdoor Service New 8/5/219 x Kwik Stop 4, 515 Broadway Street B Wine / C Beer / E Liquor Renewal 5/7/2020 x Placita, 321 W. 4th Street C Beer Renewal 6/12/2020 x Prime Mart #3, 1008 LaPorte Road B Wine / C Beer / E Liquor Renewal 6/12/2020 x Scoreboard Bar & Grill, 814 LaPorte Road C Liquor w/Outdoor Service Renewal 3/31/2020 x Southtown Lounge, 2026 Bopp Street C Liquor w/Outdoor Service Renewal 6/7/2020 x 3. Bonds. Roll call vote -Ayes: Seven. Motion carried. PUBLIC HEARINGS 146283 - Schmitt/Amos that proof of publication of notice of public hearing on nomination of the Walnut Neighborhood to the National Register of Historic Places, as published in the Waterloo Courier on May 10, 2019, be received and placed on file. Voice vote -Ayes: Seven. Motion carried. This being the time and place of public hearing, the Mayor called for written and oral comments. Ed Otteson, Chair of Waterloo Historic Preservation Commission, encouraged the council to support the item and provided an overview of what it means to be placed on the National Register of Historic Places. 146284 - Schmitt/Amos that the hearing be closed and oral comments and recommendation of approval of the Planning, Programming and Zoning Commission be received and placed on file. Voice vote -Ayes: Seven. Motion carried. 146285 - Schmitt/Amos that "Resolution supporting and authorizing submittal of the nomination of the Walnut Neighborhood to the National Register of Historic Places", be adopted. Roll -call vote -Ayes: Seven. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2019-370. 146286 - Morrissey/Feuss that proof of publication of notice of public hearing on mowing contract for city owned lots generally acquired through Iowa Code 657A, as published in the Waterloo Courier on May 10, 2019, be received and placed on file. Voice vote -Ayes: Seven. Motion carried. Page 11 of 323 May 20, 2019 Page 4 This being the time and place of public hearing, the Mayor called for written and oral comments and there were none. 146287 - Morrissey/Feuss that the hearing be closed. Voice vote -Ayes: Seven. Motion carried. 146288 - Morrissey/Feuss that "Resolution confirming approval of plans, specifications, form of contract, etc.", be adopted. Roll -call vote -Ayes: Seven. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2019-371. 146289 - Morrissey/Feuss that "Resolution authorizing to proceed", be adopted. Roll -call vote -Ayes: Seven. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2019-372. 146290 - Morrissey/Feuss Motion to receive and file and instruct City Clerk to read bids. Estimate: Option A: $30 per lot under one acre Option B: $35 per hr. lot over one acre Bidder Bid Security Bid Amount B&B Lawn Care, Inc.50/0 Waterloo, IA Option A: $19.50 Option B: $57.00 Voice vote -Ayes: Seven. Motion carried. 146291 - Morrissey/Feuss that "Resolution approving award of bid to B&B Lawn Care, Inc., of Waterloo, Iowa, in the amount of $19.50 per lot, Option A: lots under one (1) acre, and $57.00 per acre, Option B: lots over one (1) acre, approving the contract, bond, and certificate of insurance, in conjunction with the mowing of city owned lots generally acquired through Iowa Code 657A, and authorizing the Mayor and City Clerk to execute said documents", be adopted. Roll -call vote -Ayes: Seven. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2019-373. 146292 - Amos/Feuss that proof of publication of notice of public hearing on FYE 2019 Budget Amendment, as published in the Waterloo Courier on May 10, 2019, be received and placed on file. Voice vote -Ayes: Seven. Motion carried. This being the time and place of public hearing, the Mayor called for written and oral comments and there were none. 146293 - Amos/Feuss that the hearing be closed. Voice vote -Ayes: Seven. Motion carried. 146294 - Amos/Feuss that "Resolution approving FYE 2019 Budget Amendment", be adopted. Roll -call vote -Ayes: Seven. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2019-374. Page 12 of 323 May 20, 2019 Page 5 RESOLUTIONS 146295 - Morrissey/Amos that "Resolution approving the Partial Termination of a Development Agreement with AMA Real Estate, LLC, approved by Council November 23, 2015, and filed December 8, 2015 as Doc. No. 2016-10441, and authorizing the Mayor and City Clerk to execute said document", be adopted. Roll call vote -Ayes: Seven. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2019-375. 146296 - Morrissey/Amos that "Resolution approving the sale and conveyance of city owned property located at the northeast corner of Idaho Street and Martin Luther King, Jr. Drive to The Overland Group, LLC, in the amount of $12,000, and authorizing the Mayor and City Clerk to execute said documents, and rescinding Resolution No. 2018-677", be adopted. Roll call vote -Ayes: Seven. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2019-376. 146297 - Morrissey/Amos that "Resolution approving a Project Funding Agreement with the Waterloo Development Corporation, to fund the costs of conceptual and preliminary design of the Cedar River Marina District in Downtown Waterloo, and authorize the Mayor and City Clerk to execute said documents", be adopted. Roll call vote -Ayes: Seven. Motion carried. Lawrence Wheeler, 433 Bratnober, explained that he is opposed to the marina project as there is too much stuff clustered on either side of Highway 63. David Dryer, 3145 W. 4th Street, questioned the purpose of the marina and how many boats will use the marina. Noel Anderson, Community Planning and Development Director, provided an overview of the project and confirmed that the marina project is a component of the Project Funding Agreement with the Waterloo Development Corporation in accordance with the approved IRD. Mr. Feuss commented that he is excited to see this project start and that it will be a benefit to downtown. Mrs. Klein commented that she is excited about the project and is excited to see positive progress. Resolution adopted and upon approval by Mayor assigned No. 2019-377. 146298 - Morrissey/Amos that "Resolution approving a Professional Services Agreement with AECOM Technical Services, Inc., of Waterloo, Iowa, in an amount not to exceed $127,500, in conjunction with the development of conceptual and preliminary designs of the Cedar River Marina District in Downtown Waterloo, and authorize the Mayor to execute said document", be adopted. Roll call vote -Ayes: Seven. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2019-378. 146299 - Klein/Amos that "Resolution approving a one year Farm Lease Agreement with Trevor Rottinghaus, to farm approximately seventy-five (75) acres of land for the 2019 growing season, generally located between Martin Luther King, Jr. Drive and Independence Avenue east of Northeast Drive in the amount of $230 per acre, for a total yearly payment of $17,250, and authorize the Mayor and City Clerk to execute said agreement", be adopted. Roll call vote -Ayes: Seven. Motion carried. Page 13 of 323 May 20, 2019 Page 6 Resolution adopted and upon approval by Mayor assigned No. 2019-379. 146300 - Klein/Amos that "Resolution approving the contract for grant award between Waterloo Housing Trust Fund 6 and City of Waterloo Community Development Department, in the amount $25,000, for repairs to existing single family owner occupied homes, and authorize the Mayor to execute said documents", be adopted. Roll call vote -Ayes: Seven. Motion carried. David Dryer, 3145 W. 4th Street, questioned how the funds would be divided among grantees. Rudy Jones, Community Development Director, provided an overview of the item. Resolution adopted and upon approval by Mayor assigned No. 2019-380. 146301 - Feuss/Morrissey that "Resolution accepting Quit Claim Deed from Muriel J. Wenthe for property generally located in the 200 block of Anthony Street, in the amount of $1.00, and authorize the Mayor to execute said document", be adopted. Roll call vote -Ayes: Seven. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2019-381. 146302 - Feuss/Morrissey that "Resolution approving Amendment No. 1 to the Professional Services Agreement with Strand Associates of Madison, Wisconsin, in an amount not to exceed $17,000, in conjunction with emergency removal and damage assessment of the Digester No. 3 lid, and authorize the Mayor to execute said document, and rescinding Resolution No. 2019-337", be adopted. Roll call vote -Ayes: Seven. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2019-382. ORDINANCES 146303 - Schmitt/Amos that "an Ordinance amending Ordinance No. 5079, as amended, City of Waterloo Zoning Ordinance, by amending the Official Zoning Map referred to in Section 10-4-4, to approve a request by Darci Lenehan for a site plan amendment to the "M-2, P" Planned Industrial District, for the construction of a 14,400 square foot truck wash facility, located northeast of 2510 Leversee Road", be considered and passed for the third time and adopted. Roll call vote -Ayes: Seven. Motion carried. Ordinance adopted and upon approval by Mayor assigned No. 5493. ADJOURNMENT 146304 - Morrissey/Feuss that the Council adjourn at 6:31 p.m. Voice vote -Ayes: Seven. Motion carried. Kelley Felchle City Clerk Page 14 of 323 CITY OF WATERLOO Council Communication Minutes of the May 22, 2019 Special Session as proposed. City Council Meeting: 5/28/2019 Prepared: REVIEWERS: Department Reviewer Action Date Clerk Orrice Feld*, K el ey Approved /2:3/201( 5 117 P ATTACHMENTS: Description Type Minutes of May 22 19 Spu d , Nsion 13 el< up Material Submitted by: Submitted By: Page 15 of 323 May 22, 2019 The City Clerk of the City of Waterloo, Iowa, met in the Mayor's Office, City Hall, 715 Mulberry Street, Waterloo, Iowa, at 10:30 a.m. on Wednesday, May 22, 2019, to receive bids and refer the sale of $6,790,000 General Obligation Bonds, Series 2019A, to the best and most favorable bidder for cash, subject to approval of the City Council at 4:45 p.m. on the above date. The following persons were present at said meeting: Michelle Weidner, Chief Financial Officer, Maggie Burger, Sr. Vice President and Larry Burger, President of Speer Financial, Inc., Jerome Amos, Jr., and Kelley Felchle, City Clerk. This being the time and place for the opening of bids for the sale of $6,790,000 General Obligation Bonds, Series 2019A, the City Clerk announced the following bids were received: Name of Bidder Raymond James & Associates, Inc., Chicago, Illinois Robert W. Baird & Co., Inc., Milwaukee, Wisconsin D.A. Davidson Company, Denver, Colorado Hutchinson, Shockey, Erley & Co., Chicago, Illinois True Interest Rate 2.2756% 2.2765% 2.2794% 2.3396% The best bid was determined to be as follows: Raymond James Associates, Inc., at a True Interest Rate of 2.276%. Whereupon all bids were referred to Speer Financial, Inc. and the meeting adjourned to 4:45 p.m. in the City Hall Council Chambers on May 23, 2019. May 22, 2019 The City Clerk of the City of Waterloo, Iowa, met in Mayor's Office, City Hall, 715 Mulberry Street, Waterloo, Iowa, at 11:00 a.m. on Wednesday, May 23, 2019, to receive bids and refer the sale of $3,210,000 Taxable General Obligation Bonds, Series 2019B, to the best and most favorable bidder for cash, subject to approval of the City Council at 4:30 p.m. on the above date. The following persons were present at said meeting: Michelle Weidner, Chief Financial Officer, Maggie Burger, Sr. Vice President and Larry Burger, President of Speer Financial, Inc., and Kelley Felchle, City Clerk. This being the time and place for the opening of bids for the sale of $3,210,000 Taxable General Obligation Bonds, Series 2019B, the City Clerk announced the following bids were received: Name of Bidder UMB Bank, n.a., Kansas City, Missouri Robert W. Baird & Co., Inc., Milwaukee, Wisconsin Piper Jaffray & Co., Inc., Minneapolis, Minnesota SunTrust Robinson Humphrey, Nashville, Tennessee Fidelity Capital Markets, Boston, Massachusetts Northland Securities, Inc., Minneapolis, Minnesota Raymond James & Associates, Inc., Memphis, Tennessee Bernardi Securities, Inc., Chicago, Illinois True Interest Rate 2.7620% 2.7805% 2.7975% 2.8321% 2.8497% 2.8672% 2.8807% 2.8827% The best bid was determined to be as follows: UMB Bank of Kansas City, Missouri at a True Interest Rate of 2.7620%. Whereupon all bids were referred to Speer Financial, Inc. and the meeting adjourned to 4:45 p.m. in the City Hall Council Chambers on May 23, 2019. May 22, 2019 The Council of the City of Waterloo, Iowa, met in Special Session at City Hall Council Chambers, Waterloo, Iowa, at 4:45 p.m., on Wednesday, May 22, 2019. Mayor Quentin Hart in the Chair. Roll Call: Jacobs, Morrissey, Feuss, Klein, Amos, and Juon. Absent: Schmitt. 146305 - Juon/Amos that the Agenda, as proposed, for the Special Session on Wednesday, May 22, 2019, at 4:45 p.m., be accepted and approved. Voice vote -Ayes: Six. Motion carried. Page 16 of 323 May 22, 2018 Page 2 Presentation by Speer Financial on the bids received for General Obligation Bonds Series 2019 A and Series 2019 B and the City of Waterloo's bond rating. Council discussed the General Obligation Bonds Series 2019 A and Series 2019 B and the City of Waterloo's bond rating. BOND SALE 146306 - Juon/Amos that proof of publication of Notice of Sale on consideration of the proposition of issuance of General Obligation Bonds, Series 2019A, as published in the Waterloo Courier on May 10, 2019, be received and placed on file. Voice vote -Ayes: Six. Motion carried. 146307 - Juon/Amos that "Resolution directing sale of $6,790,000 General Obligation Bonds, Series 2019A to Raymond James Associates, Inc., at a rate of 2.2756%", be adopted. Roll call vote -Ayes: Six. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2019-383. 146308 - Juon/Amos that proof of publication of Notice of Sale on consideration of the proposition of issuance of General Obligation Bonds, Series 2019B, as published in the Waterloo Courier on May 10, 2019, be received and placed on file. Voice vote -Ayes: Six. Motion carried. 146309 - Juon/Amos that "Resolution directing sale of $3,210,000 Taxable General Obligation Bonds, Taxable Series 2019B to UMB Bank of Kansas City, Missouri at a rate of 2.7620%", be adopted. Roll call vote - Ayes: Six. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2019-384. 146310 - Juon/Amos that copies of Call for the Special Session on Wednesday, May 22, 2019, at 4:45 p.m., be received and placed on file. Voice vote -Ayes: Six. Motion carried. ADJOURNMENT 146311 - Feuss/Morrissey that the Council adjourn at 5:05 p.m. Voice vote -Ayes: Six. Motion carried. Kelley Felchle City Clerk Page 17 of 323 CITY OF WATERLOO Council Communication Proclamation declaring June 3-9, 2019 as the 37th Annual My Waterloo Days. City Council Meeting: 5/28/2019 Prepared: 5/22/2019 REVIEWERS: Department Mayor Office ATTACHMENTS: Description P roc la r, m at io Submitted by: Reviewer iven,I..,c at r1oo Days Action Date Approved /22/ / f ,,,,,,, :20 A, M Type B ck: u p at ria Submitted By: Mayor Quentin Hart Page 18 of 323 The 37th • lual My Waterloo Days Festival which will be held June 3 through June 9th, 2019, is an event hosted by Main Street Waterloo, a non-profit entity w ose llission is to maintain and enhance the vitality of our downtown center; and Main Street Waterloo hosts m iy events in the central business district, birina u g thous , ds of people to downtown Waterloo to see the heart of the co • II i ty is a great place to live, work, play, id visit; and The proceeds from this award from M i Street Waterloo's award winning events, coordinated by hundreds of volunteers i d a board of directors, support the org, szation's continued econo iic development efforts in downtown Waterloo; and My Waterloo Days is 00ual event celebrated throw i out Waterloo with events i d activities b businesses d citizens together to celebrate Waterloo; and Quentin I art, Mayor of the City of Waterloo, Iowa, And I call upon all ate oo citizens to attend the 37th Annual My Waterloo Days. IN ut OF, I have hereunto set my hand and caused the official seal of the City of a oo to be affixed this 28" day of May, 2019. ''''''''''""""""""!!!1111,:"""" Quentin Hart Mayor • •• •••• • • • CITY OF WATERLOO Council Communication Resolution approving Variance to Noise Ordinance request from Main Street Waterloo to hold the My Waterloo Days festival June 7-8, 2019, from 9:00 a.m. to midnight, including barricades, live music, D.J. and use of a P.A. System. City Council Meeting: 5/28/2019 Prepared: 5/15/2019 REVIEWERS: Department Police .ice D epa.i .en:t Clerk Office ATTACHMENTS: Description Maps and Nois SUBJECT: Submitted by: Recommended Action: Summary Statement: Expenditure Required: Source of Funds: Policy Issue: Reviewer i e j. I: o llc , l>f ghy, Nal Action Approved proved Approved. Type Cover Date 5/15/' 5/ 1 /7,01( R 29 . M Resolution approving Variance to Noise Ordinance request from Main Street Waterloo to hold the My Waterloo Days festival June 7-8, 2019, from 9:00 a.m. to midnight, including barricades, live music, D.J. and use of a P.A. Sys tem. Submitted By: Lieutenant Corbin Payne Approve Request from My Waterloo Days for street closures, noise variance and park usage for MWD. They are requesting the following street closures: June 5th and 6th, meter bagging and no parking posted in downtown area to accommodate for the parade. June 7th and 8th --400 Block of E. 4th, 400 block of Park Ave and 500 block of Mulberry for set up and People in the Park (Lincoln Park) along with noise variance for live music on both evenings. June 7th --Parade Route bag meters at 1 PM and streets by 6 PM, Parade Starts at 6:30 and will travel from Lafayette and Park travel south Park and Bluff, Bluff to 4th, and then north on 4th to Mulberry and ends at Mulberry and Park Ave. All roads closed until completion of the parade. Expense for barricades and traffic control for various events. General None Page 20 of 323 APPLICANT'S NAME: AP LICATION FOR VARIANCE TO NOISE ORDINANCE Main Street Waterloo APPLICANT'S ADDRESS: E 4th St, Waterloo, IA 50703 APPLICA 'S PHONE #: 319-291-2038 ANTICIPATED DATE OF VARIANCE: June 7 NAME OF EVENT: My Waterloo Da s 8 TIMES OF DAY OF VARIANCE: Friday, June 7 4pm to midnight, Saturday, June 8 9am to midnight GEOGRAPHICAL LOCATION OF VARIANCE: Lincoln Park DISTANCE OF ACTIVITY FROM RESIDENTIAL PROPERTIES: 1 City Block PLEASE EXPLAIN THE EVENT REQUIRING THE VARIANCE AND BE SPECIFIC, INCLUE GEOGRAPHICAL LOCATION, AND WHAT ACTUALLY WILL EXCEED THE NOIS ORDINANCE, SUCH AS A AND PLAYING, PA SYSTEM, ETC. There will be live music in Lincoln Park as part of the My Waterloo Days festival. Music begins at 4 pm on Friday and goes until 11:30 pm. On Saturday, a DJ will begin at 9am, live music will begin at noon and go until 11:30 pm. CITY COUNCIL ACTION: APP OVAL: DENIAL: pplicant's Signature 5/9/19 Date olice Dept. Recommendation APPROVAL: DENIAL: DECIBEL LEVEL: Page 21 of 323 My Waterloo Days Street Closures: Wedne_glav June : • We would like to request permission to put No Parking after 1pm Friday, June 7 signs on the meters on Wednesday, June 5 after 5pm: o Park Ave from Mulberry to Washington • Washington from Park Ave to 4th St o 4th St from Washington to Mulberry • Mulberry from E 4th to 3rd St o Lafayette from E 4th to E Park Ave • Sycamore from E 4th to E Park Ave • Lafayette from E 4th to E Park Ave • We would like to request permission to put No Parking after 3m Friday, June 7 signs along the street on Wednesday, June 5 after Spm: o Mulberry from 3rd to rd • 3rd St from Mulberry to Sycamore Thursday, June 6: • We would like to request permission to put No Parking after Spm signs on the meters on E 4th and E Park between Franklin and Mulberry on Thursday, June 6th in the morning. • We would like to request closing E Ott, St between Franklin and Mulberry beginning at 5pm on Thursday, June 6 and remain closed until 2:00 on Sunday, June 9th • We would like to request closing E Park Ave between Franklin and Mulberry beginning at Spm Thursday, June 6 and remain closed until 2:00 on Sunday, June 9th. • We will be setting fencing Thursday evening in preparation of My Waterloo Days June 7 & 8 in Lincoln Park. ,June • We would like to request permission to close the intersection of 4th and Mulberry at Banklowa and Visual Logic at 10:30 am and to remain closed until Sunday, June 9 at 12:01am • We would like to request permission to bag the meters at 1:00: o Park Ave from Mulberry to Washington • Washington from Park Ave to 4th St • 4th St from Washington to Mulberry • Mulberry from E 4th to 3rd St o Lafayette from E 4th to E Park Ave o Please see map for where barricades are needed • We would like to request permission to close streets at 3:00 on Friday, June 7 for staging of the parade: o Mulberry from 3rdto 2nd • 3rd St from Mulberry to Sycamore • We would like to request permission to have the police close the street along the parade route at 5:30 • The streets along the parade route will be re -opened following the parade Page 22 of 323 Page 23 of 323 10a m-hlam Registration aterloo Exchange Club "iillf11,11'1111i0i0 omoo!illimov,141, • '',,0'"11 Ip ,N) 1 • V) 0 June 8. 2019 10,101,0 lo111111111111111111110001 1111w,,, Page 24 of 323 My Waterloo Days Parade Barricade Placement East Side Map G = Garbage Can = # of Barricades 4 11,010,04„1,, 11 „ Page 25 of 323 My Waterloo Days Parade Barricade Placement West Side Map G = Garbage Can # of Barricades 111,111111410001, ..„ aa Page 26 of 323 CITY OF WATERLOO Council Communication Resolution approving Variance to Noise Ordinance request from Brenda Jones for a birthday party to be held at Lafayette Park on June 8, 2019, from 4:00 p.m. to 7:00 p.m., including music and food. City Council Meeting: 5/28/2019 Prepared: 5/22/2019 REVIEWERS: Department lerk.. Office ATTACHMENTS: Description Jones Noise Vania. SUBJECT: Submitted by: Reviewer ihhgbyy, Niiicy Caton Action Approved Type E:3, ac k u.i. Ma iria Date 5/22/20 1 5 AM Resolution approving Variance to Noise Ordinance request from Brenda Jones for a birthday party to be held at Lafayette Park on June 8, 2019, from 4:00 p.m. to 7:00 p.m., including music and food. Submitted By: Lieutenant Corbin Payne Page 27 of 323 4 z O 0 c) 0 ,„ • o CJ APPLICANT'S ADDRE APPLICANT'S PHONE # HICAL LOCATION OF VARIANCE DISTANCE OF ACTIVITY FROM RESIDENTIAL PROPERTIES: Police Dept. Re CITY COUNCIL ACTION: APPROVAL: DECIBEL LEVEL: Page 28 of 323 CITY OF WATERLOO Council Communication Resolution approving Variance to Noise Ordinance request from Crystal S telly for the Shirley & Pat Family Reunion to be held at Exchange Park on July 6, 2019, from 9:00 a.m. to 10:00 p.m., including music, and use of a P.A. system. City Council Meeting: 5/28/2019 Prepared: REVIEWERS: Department Reviewer C v e ,�k Office I hgbyy, Nancy. Action Date Approved 5/22/A Q..8 AM ATTACHMENTS: Description Type ma v w Melly Noise �V'ari m m re i � ton B' ac m �.• SIV at : . SUBJECT: Resolution approving Variance to Noise Ordinance request from Crystal Stelly for the Shirley & Pat Family Reunion to be held at Exchange Park on July 6, 2019, from 9:00 a.m. to 10:00 p.m., including music, and use of a P.A. system. Submitted by: Submitted By: Lieutenant Corbin Payne Page 29 of 323 May. 13. 2019 1:53PM MILLER & RSSO1CIATllJ.ELLL/ SMATION FOR VARIANCE TO NOISE ORDINANCE No 9246 P. 2 APPLICANT'S NAME: Crystal Stelly APPLICANT'S ADDRESS: 220 Webster St, Waterloo IA 50703 O iae-v-e '?Ibi•\.)k.e0111 '113 6..) "lox 6tp APPLICANT'S PHONE #: 319-504-9062 ANTICIPATED DATE OF VARIANCE: July 6, 2019 NAME OF EVENT: Shirley & Pat family reunio . TIMES OF DAY OF VARIANCE: 9am -10 pm GEOGRAPHICAL LOCATION OF VARIANCE: Exchange Park DISTANCE OF ACTIVITY FROM RESIDENTIAL PROPERTIES: 5 miles PLEASE EXPLAIN THE EVENT REQUIRING THE VARIANCE AND BE SPECIFIC, INCLUDE GEOGRAPHICAL LOCATION, AND WHAT ACTUALLY WILL EXCEED THE NOISE ORDINANCE, SUCH AS A BAND PLAYING, PA SYSTEM, ETC. We are having a family reunion with music playing and my nephews will perform a few songs, I will have a mie and speakers for music. Their will be 126 a le from different states that will be their and we will not be terrible loud with music, will mainly be using pandora mix music. CITY COUNCIL ACTION: APPROVAL:_ DENIAL: Police Dept. Recommendatio APPROVAL: DENIAL: DECIBEL LEVEL: Page 30 of 323 CITY OF WATERLOO Council Communication Resolution approving Variance to Noise Ordinance request from LaTanya Graves on behalf of the NAACP/Social Action, Inc., for the 24th Annual Juneteenth Celebration to be held at Sullivan Park on June 15, 2019, from 12 Noon to 6:00 p.m., including a drill team, music with a D.J., and use of a P.A. system. City Council Meeting: 5/28/2019 Prepared: REVIEWERS: Department Reviewer Action Date Cerk 0 f mccIf 1 igby, N ancy Approved � � �Q6 AM ATTACHMENTS: Description Type 0 °u.J raves Nom.c, V�.� mpma n c e H', K k Mat m i: . SUBJECT: Resolution approving Variance to Noise Ordinance request from LaTanya Graves on behalf of the NAACP/Social Action, Inc., for the 24th Annual Juneteenth Celebration to be held at Sullivan Park on June 15, 2019, from 12 Noon to 6:00 p.m., including a drill team, music with a D.J., and use of a P.A. system. Submitted by: Submitted By: Lieutenant Corbin Payne Page 31 of 323 Applicant's Name: Applicant's Address: CITY OF WATERLOO IOWA A PLICATION FOR VARIANCE TO NOISE INANCE .A I t nytA L ra, • - ouf (14,5 SO - Applicant's Phone#: s;1 42 Anticipated Date of Variance: (2 (1 Name of Event: 6\ - n °)s°. 0() to(LA Jiri •1(000.0e0,„00r10 C090.k 00m,r;„ r„„ .00.000,0 Group Organizing the Event: WA/ Times of day of variance: I 00 n 0?, Geographical location of variance, physical address: d Rd el, U 0, ar, LA. 0. Distance of activity from residential properties: Please explain the event requiring the variance and be specific. include geographical location or drawings, and what actually will exceed the noise ordinance, such as band playing, PA system, etc. (AL) 0 n C' 4-A&ii 010 City Council Action Approval: Denial: Date Police Department Recommendation Approval: / Denial: Decibel level: 0 Page 32 of 323 CITY OF WATERLOO Council Communication Request from Irving Elementary School to hold a 5K Race on June 1, 2019 from 8:30 a.m. to 11:30 a.m., commencing and concluding in the area of Irving Elementary School, located at W. 5th Street and Locust Street, with the route primarily on the residential streets near the school. City Council Meeting: 5/28/2019 Prepared: 5/15/2019 REVIEWERS: Department Reviewer Action Date P o ice eparU.ent P a ncy (..,o i m. .Approved /1 /) 1 4:4 t C r < U I lee IT i . b ru. . p � oved.5/21/201( ,,,,,, (0:31 AM P ATTACHMENTS: Description Type Iry 5K route Cover SUBJECT: Request from Irving Elementary School to hold a 5K Race on June 1, 2019 from 8:30 a.m. to 11:30 a.m., commencing and concluding in the area of Irving Elementary School, located at W. 5th Street and Locust Street, with the route primarily on the residential streets near the school. Submitted by: Submitted By: Lieutenant Corbin Payne Recommended Action: Summary Statement: Expenditure Required: Source of Funds: Approve route and grant permission for street closure during 5K event. This is the 5K event for the school. The route and the plans minimally e ffec t traffic and manpower. Cost with placing and retrieving barricades and providing traffic control during the event. This event will take a minimal amount additional manpower due to the event taking place on the residential streets near the school. Page 33 of 323 Irving Elementary 5K route April 21st, 2018 113 lairawilta Mid !Yrs vy f„vr Ave Ir JI "ark vuu n nrrxml'�d, he 1 Ave wr `• °" Ell��� • ro l�m e N rNW eD; , Nbr r�ll�r L®W Ave Vie 1-1 IUc E & 'I!Illa i OwwhaW' it i i uI a �,`w St 'gym ;JR cdo lu ci r3,3 "733Illl J�m II %'? w uM e I� 155 be i= Iu rt fu Ave I�III f ttorl Ave.. r .�'rvrµ r� �°fy E � �I IU I�'hran ��4 „��d)!I! Lorrairke k i In +ato mu Iw'a'I ®II;! Ef „wW ,uYl g ry°w W IME 'd�, M, w Ave I ,w w�, � r rl,. I� Iw 3I4„„J Ir 1r1, - m z sI II �r Irr Iun 6 ` !' 'mm w li ,Avle Locke Ave VV iS a E 4:le v IJI �I,' AIhIII N` Page 34 of 323 CITY OF WATERLOO Council Communication Resolution setting date of public hearing as June 10, 2019 to approve the request by the DGOGWaterlooia10032018 LLC , (Dollar General) to vacate a drainage easement located northeast of the Martin Luther King, Jr. Drive and the Idaho Street Intersection, and instruct the City Clerk to publish notice. City Council Meeting: 5/28/2019 Prepared: 5/20/2019 REVIEWERS: Department P laming &.. nhng Clerk Office ATTACHMENTS: Description CI Overview Map o Aerial M �: ▪ StaffRe rt cripti. u ▪ Application SUBJECT: Submitted by: Recommended Action: Summary Statement: Expenditure Required: Source of Funds: Reviewer Schroeder, A.nic l��1:yvy N ancy Easement a c at e Action Approved Approved. Type Cover ermrm. : Cover ..... u�rm.. C ovei Cover Memo rmo Cover Me 10 Date 5/21 l2(1 Q 5:32 it 5/22/201( ,,,, :d„ 7 AM Resolution setting date of public hearing as June 10, 2019 to approve the request by the DGOGWaterlooia10032018 LLC, (Dollar General) to vacate a drainage easement located northeast of the Martin Luther King, Jr. Drive and the Idaho Street Intersection, and instruct the City Clerk to publish notice. Submitted By: Noel Anderson, Community Planning and Development Director Approval Transmitted is a request to set the date of public hearing as June 10, 2019 for a request by DGOGWaterlooia10032018 LLC (Dollar General) to vacate a drainage easement located northeast of Idaho Street and Martin Luther King Jr. Drive. The request to vacate a drainage easement would not appear to have a negative impact on the neighborhood. The Planning and Zoning Commission recommended unanimous approval of the drainage easement vacate at their regular meeting on May 7, 2019. None N/A Page 35 of 323 Policy Issue: Alternative: Background Information: Legal Descriptions: Strategy 1.3 Ensure that development -ready sites exist and realistic, meaningful incentives are defined to attract new business and support existing business expansions. N/A N/A STORM SEWER EASEMENT TO BE VACATED: ALL THAT PART OF, THE PERMANENT AND TEMPORARY EASEMENTS AS SHOWN IN THE STORM SEWER EASEMENT TO THE CITY OF WATERLOO, IOWA, PER DISTRICT COURT OF IOWA IN AND FOR BLACK HAWK COUNTY PETITION AT LAW CASE NO. 47351 RECORDED AS DOCUMENT FILED IN DEEDS BOOK 503 PAGES 638-726 IN THE RECORDER'S OFFICE OF BLACK HAWK COUNTY, IOWA. LYING WITHIN PARCEL H OF THE SOUTHEAST QUARTER OF SECTION 19, TOWNSHIP 89 NORTH, RANGE 12 WEST OF THE 5TH PM, CITY OF WATERLOO, IOWA, AS SHOWN ON THE PLAT RECORDED MAY 3, 2019 AS DOCUMENT NUMBER 2019-00016312 IN THE BLACK HAWK COUNTY RECORDER'S OFFICE. Page 36 of 323 City of Waterloo City Council June 10, 2019 M-2 00000Jili -3 RI R -P 11111111111111111111111111111111111111111 1111111111111111111111111111111111 IIIIIIIIIIIIIIIIII 1111111111111111111111111111111111111111111111111 11111111111111111111111111111 11111111111111111 uuuuuul uuuuuuuuuuuuuuuuuuVuuu, uuuuuul uuuuuul 1111111111 1111111 1111111111 1111111111111111111111111111,111111111111111111 lllnllllllllllllllllllll� u11111111111111111111111111 A-1 11111111111111111111111111111111111111111111 ullllllllllllllllllllllllllllllll IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII u�uulllllllllllllllllllllllll ullllllllllllllllllllllllllllll IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII u�uullllllllllllllllllllllllll�u I ulllllllllllllllllllllllllllll0ullllllllllllllllllllllllllllllll, C- II1 i1IIIIIIIIIIIVP1II 1111111111111111111 M -2,P Q 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 1111111111 111111111111111111111111111111 Iuu,ou, jiii iii iii,iu,iu,iu,i!u,iu,iu,iu,iu,iu,iu,igIIu,iu,iu,iu,iu,iu,iu,i!u,iu,iu,iu,iu,iu, IlvuuIpp� 7,,1 C.72 11111111111111111111111111111111111111111111VIIIIIIIIIIIIIIIIIIIIIII 11111111111111111111111111111111111,1 1111111111111111111111 ouuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuu, u111111111r""" llllllllllllllllllllllllllllllllllllllllllllllllllimllulllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllf A-1 A-1 A-1 mu I1,ullllllnlllllllllllllll A A-1 M-1 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIu11111II,III, (IIIIIIIIIIIII R-3 R-3 uluuuuuuii ii ii ii ii ii ii 1 ii iiii C II II II II II a 11111111„no. 2.. 00) V R-30000- umomumiiiiiiiiiiiiiiiiiimmullllllllllllllll 1111111111111111111 C-2 0000000000000000.0u0000000000000000000000000100000000000001 1111111111111111111, 1111111111111111111 11111111111111111 IIIIII 11111111111111111111111111111,11IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1111111111111111111111111111 11IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII R-2; C -Z l - --I R 2; C�.- u,l,uuuul,l11 111111 ION I II11II11II11II11II11IlIul11II11II11II11II11II11II11II11II11II11II11II11II11II11II11II11IIIIIuIIuuII111111, V, V, V, l„ „„ IIIIIIIIIIIIIII, V, V, V, V, I1I1V,IIIIIIIIII1, V, V, V, V,1V,IV,IIIIIIIIIIIIIIIIIIIIIIIIIII 11111111111111111111111 _Z M-1 M-1 �¢rr�M�mu;mo�'m�W'�, 4 amumM�'mxpiu�'�uuurJ�M� rloo Near the Interesction of MLK Jr Drive and Idaho Street Vacate Drainage Easement DGOGWaterlooiaioo32o18 LLC Page 37 of 323 "iii Vp'lll��lyl., 'ail �NI�JIV�IV�'�I�91NI�J'iri�;� M'� IIOi��I'�I III�'il'IN�Oplld'Va°"". iv ' Request to Vacate Drainage Easement at the northeast corner of Idaho Street and MLK Drive 111111111V YVplld,lrlll 1'01''!1'?pltl { Ijjljiiiill I i II II iii" " VIIIJI P Illlllli°I, YNIIII s!14Vlillgvi�w�'"� Nicholas Street ul,ll{r!y�l'� lu4' VIII Im vW'W'W� IIIIIIIII �� I ����,I ins'��il�'I'�VG�'o'V,'N'",I�uull��'iIY�u "i', ul uuu�nlll��" III """�M REQUEST: APPLICANT(S): GENERAL DESCRIPTION: IMPACT ON NEIGHBORHOOD & SURROUNDING LAND USE: VEHICULAR & PEDESTRIAN TRAFFIC CONDITIONS: RELATIONSHIP TO RECREATIONAL TRAIL PLAN and COMPLETE STREETS POLICY. ZONING HISTORY FOR SITE AND IMMEDIATE VICINITY: BUFFERS REQUIRED/ NEEDED: DRAINAGE: DEVELOPMENT Vacate- Idaho Street and MLK Drive June 10, 2019 Request by the DGOGWaterlooia10032018 LLC (Dollar General) to vacate a drainage easement located northeast of Idaho Street and Martin Luther King Jr. Drive. Dollar General, 1598 Imperial Center, West Plains, MO 65775 The applicant is requesting to vacate the drainage easement and allow for the redevelopment of the site as a Dollar General. The request to vacate a drainage easement would not appear to have a negative impact on the neighborhood. The request to vacate would not appear to have a negative impact on vehicular traffic in the area as the drainage easement is no longer needed for transportation purposes. The Martin Luther King Jr. Trail is located just north of Martin Luther King Jr. Drive and connects to a sidewalk along the east side of Idaho Street that is adjacent to and runs along the west side of the proposed Dollar General site. The area in question has been zoned "C -P" Planned Commercial District since July 27, 2009 when the land was rezoned from "R-3, R -P" Planned Multiple Residence District. Surrounding land uses and their zoning designations are as follows: North — Vacant land, trees, and homes, zoned "C -P" Planned Commercial District, "C-1" Neighborhood Commercial District, and "R-2" One and Two Family Residence District. South — Vacant Land and Martin Luther King Jr. Trail Head and Trail, and Martin Luther King Drive, and zoned "R-3, R -P" Planned Multiple Residence District. East — Vacant Land, trees, and homes, and zoned "R-2" One and Two Family Residence District. West — Vacant land and homes, and zoned "R-2" One and Two Family Residence District and "R-3, R -P" Planned Multiple Residence District. The request would not require any buffering by ordinance standards. The proposed vacate would not appear to have a negative impact on drainage. The surrounding area is vacant land to the south and west. The homes to the north and east of the project site were Page 1 of 3 Page 39 of 323 HISTORY: FLOODPLAIN: PUBLIC /OPEN SPACES/ SCHOOLS UTILITIES: WATER, SANITARY SEWER, STORM SEWER, ETC. RELATIONSHIP TO COMPREHENSIVE LAND USE PLAN: STAFF ANALYSIS — ZONING ORDINANCE: STAFF ANALYSIS — SUBDIVISION ORDINANCE: • STAFF RECOMMENDATION: Vacate- Idaho Street and MLK Drive June 10, 2019 primarily constructed in the 1960's. The eastern side of the proposed parcel is located in the 500 - year and 100 -year flood plain as indicated by the Federal Insurance Administration's Flood Insurance Rate Map, Community Number 190025 C0193F, dated July 18, 2011. The proposed Dollar General building location is not located within the 100 -year floodplain. Highland Elementary School is located 0.73 miles to the south, George Washington Carver Academy is located 2 miles to the northeast, and East High School is located 1.1 miles to the east. There is a trail head for the Martin Luther King Jr. Trail abutting the site. This trail head will remain. There is a 15" sewer line and (5) 48" X 50' drainage culverts just north of the project site. There is also an 8" water main along the west side of Idaho Street with an existing stub underneath Idaho Street that connects directly to the project site. In addition there is an 8" water main along the north side of Willow Street as well. The Future Land Use Map designates the area as Mixed Commercial: Medium to High Density Residential, Professional Office and Compatible Commercial, and this request would be in compliance with such designation. The request to vacate the drainage easement would not appear to have a negative impact on the neighborhood or traffic conditions in the area. The section of drainage easement proposed to be vacated is no longer needed for public or drainage purposes. The drainage easement was acquired for the construction of Martin Luther King Jr. Drive, and is adjacent to a tributary of Blowers Creek. The vacated area will provide for the redevelopment of the site as a new Dollar General store. The Planning and Zoning Commission recommended unanimous approval to vacate the drainage easement at their regular meeting on May 7, 2019. There would be no platting required in relation to the request. Therefore, staff recommends the request to vacate a acre drainage easement be approved for the following reasons: 1. The request to vacate would not appear to have a negative Page 2 of 3 Page 40 of 323 June 10, 2019 impact on the surrounding area. 2. The request to vacate would not appear to have a negative impact on vehicular or pedestrian traffic in the area. 3. The drainage easement is not needed for public and drainage purposes. 4. The request would bring new economic development opportunities to the area. Vacate- Idaho Street and MLK Drive Page 3 of 3 Page 41 of 323 STORM SEWER EASEMENT TO BE VACATED: ALL THAT PART OF, THE PERMANENT AND TEMPORARY EASEMENTS AS SHOWN IN THE STORM SEWER EASEMENT TO THE CITY OF WATERLOO, IOWA, PER DISTRICT COURT OF IOWA IN AND FOR BLACK HAWK COUNTY PETITION AT LAW CASE NO. 47351 RECORDED AS DOCUMENT FILED IN DEEDS BOOK 503 PAGES 638-726 IN THE RECORDER'S OFFICE OF BLACK HAWK COUNTY, IOWA. LYING WITHIN PARCEL H OF THE SOUTHEAST QUARTER OF SECTION 19, TOWNSHIP 89 NORTH, RANGE 12 WEST OF THE 5TH PM, CITY OF WATERLOO, IOWA, AS SHOWN ON THE PLAT RECORDED MAY 3, 2019 AS DOCUMENT NUMBER 2019-00016312 IN THE BLACK HAWK COUNTY RECORDER'S OFFICE. Page 42 of 323 Applicant: did City of Waterloo tanning & Zoning Department 715 Mulberry Street, Waterloo Iowa 50703 (319) 291-'366 11R Offer to Vacate and Purchase City Right -of -Way II Request to Vacate Easement, Vacate Sidewalk, or Encroachment Agreeme DI Sale of City -Owned Property 44 Address: POPP. Phone No..4.'1, General Description of Property to Vacated (i.e.- alley between A St. & B St., South of C St.): ,E Legal description of area to be conveyed, vacated, or encroached: ,111 of' 1. A non-refundable filing fee(s) shall be made as follows (checks payable to City of \Waterloo): • ight-of-way vacation — One Hundred Seventy Five Dollar0175700) Filing Fee • Easement or sidewalk vacation — Seventy Five Dollar ($75.00) Filing Fee • Encroachment — One Hundred Dollar ($100.00) Filling Fee • Sale of city -owned property not re. uired to be vacated — No Fee • Any request not meeting the Sale of Property Policy — One Hundred Dollar ($100.00) Fee 2, Offer Price* ate: if the offer price meets the Sale of Property Policy (see attached) the request will not be required to be reviewed by the uilding & Grounds Committee.] • Asking price (see attached Sale of Property Policy for how calculated): • Deductions O May decrease price by 50% for area located within an easement: O May decrease price for the City tax that will be collected on the land within 5 yrs (8 yrs inside of the CURA): • Costs (surveying & misc., demolition, remove of curbs, etc): Asking price — Deductions — Value of Property: Offer Price for Entire Area: Note: The above information is a summary of the Sale of Property Policy (see attached). All requests to vacate and p ,rchase City right-ofway must be accompanied by a signed "Intent to Vacate" form for each abutting property to the area to be vacated. Any request that fails to meet the Sale of Property . Policy shall not be forwarded to the Building and Grounds Committee or City Council. Any such applicant shall need to request review to Building and Grounds through a City Council member,. 3. Publication aid Recording Fees*: At the time a buyer(s) has been selected, all publication costs and recording fees must be paid by the applicant. Applicant shall be responsible for collecting from other buyers. 4. Easement*: The following easement shall be retained: . Other: Please pro ide additional const tion e p.I. and/or aerial photo of the area to be vacated if the request involves reason for the request. Applicant Date *Not required for easement vacates sidewalk vacates or Encroachment Agreements Page 43 of 323 CITY OF WATERLOO Council Communication Resolution setting date of public hearing as June 10, 2019 to approve the sale and conveyance of a portion of former West San Maman Drive right-of-way, located adjacent to Sunnyside Country Club, in the amount of $1.00 to Sunnyside South Addition, LLC, in accordance with a project development agreement approved by Resolution No. 2017-755 on September 11, 2017, and instruct City Clerk to publish notice. City Council Meeting: 5/28/2019 Prepared: 5/22/2019 REVIEWERS: Department Planning & Clerk (I)f .c ATTACHMENTS: Description ojct1.:.)v1k SUBJECT: Submitted by: Recommended Action: Summary Statement: Reviewer Schiroed.er, .A...in c Rby, 'Nancy - Action amicy— Action pp r°ovc(J. Approved Type Backup M: Date 5/2212 1e 5/22/2 0 8 A M :1 8 A M Resolution setting date of public hearing as June 10, 2019 to approve the sale and conveyance of a portion of former West San Maman Drive right-of-way, located adjacent to Sunnyside Country Club, in the amount of $1.00 to Sunnyside South Addition, LLC, in accordance with a project development agreement approved by Resolution No. 2017-755 on September 11, 2017, and instruct City Clerk to publish notice. Submitted By: Noel Anderson, Community Planning & Development Director Set date of hearing The City had previously taken action to vacate and convey portions of right- of-way of West San Maman Drive, and the Iowa Supreme Court declared that the City did not use the proper procedure in conveying said property, and enjoined the City from selling or transferring the land without following the procedures prescribed in Iowa Code Section 306.23. The City of Waterloo subsequently completed the procedures prescribed in Iowa Code Section 306.23, including obtaining an independent appraisal for the property, offering an opportunity for previous owners and current adjacent owners to bid on the property by mailing certified notice, and providing public hearing regarding an opportunity to be heard regarding the taking of bids and proposed conveyance of the property. The City of Waterloo completed all steps and received no bids on the property. In accordance with the Iowa Supreme Court ruling filed March 10, 2017, " I f no such offers are received, the City may then proceed to confirm its prior sale to Sunnyside". On 9/11/17, the City Council adopted Resolution No. 2017- 754, authorizing the sale and conveyance of a portion of West San Maman Drive right-of-way to Sunnyside South Addition, LLC for $1.00, and adopted Resolution No. 2017-755 approving a project development Page 44 of 323 agreement with Sunnyside South Addition, LLC. Following continued litigation over the matter causing unclear title to the land, S unns id e South Addition deeded the land back to the City of Waterloo, which was accepted by the City Council on 12/17/18 by Resolution No. 2018-896. The litigation has now been completed, and the City of Waterloo intends to convey the property back to Sunnyside South Addition, LLC in accordance with the previously approved project development agreement. Expenditure Required: None Source of Funds: n/a Policy Issue: Land Disposal/Economic Development, strategic plan policies 1, 3 and 4. Legal Descriptions: Lots 1 through 24, Sunnyside South Addition, City of Waterloo, Iowa. Page 45 of 323 PROJECT DEVELOPMENT AGREEMENT This Project Development Agreement (the "Agreement") is entered into as of 2017, by and between Sunnyside South Addition, LLC ("Company"), and the City of Waterloo, Iowa, ("City"). RECITALS A. City considers economic development within the City a benefit to the community and is willing for the overall good and welfare of the community to provi • e financial incentives so as to encourage that goal. B. Company has financed and constructed a relocation of a portion of West San Marnan Drive between Ansborough Avenue and W. 4 th Street and developed lots for construction of single-family dwellings (the "Improvements") in the project area. C. Company took the action referred to in Recital B pursuant to a Project Development Agreement between these same parties date January 7, 2013 as amended February 11,2013, and April 22, 2013, and recorded on May 21, 2013 as Document 2013-00022736 (collectively, the "2013 Agreement"), and City has received significant and substantial benefit as result of that action. The Company took the action referred to in Recital B after the City vacated an. deeded the property in question to it pursuant to the terms of the 2013 Agreement. D. Subsequent to the actions of Company and City described above, the Iowa Supreme Court entered a ruling on May 30, 2014, which enjoined the City from selling or transferring the subject property without first following the procedures prescribed in Iowa Code § 306.23. E. The City has now complied with the procedures prescribed in Iowa Code § 306.23 and both parties wish to confirm the terms of the 2013 Agreement and authorize and undertake the actions necessary to carry out the intent of the 2013 Agreement so that Company can complete the Project. AGREEMENT NOW, THEREFORE, in consideration of the mutual covenants set forth herein, the parties agree as follows: 1. Affirmation of 2013 Agreement and Subdivision Plat. City and Company do herby reaffirm and ratify the 2013 Agreement and all of its terms and conditions, except as modified y this Agreement. City does further affirm all actions taken by Company to plat Sunnyside South Addition, acknowledges that in taking such actions Company was, to the extend necessary, acting as agent for City to carry out the Page 46 of 323 intents and purposes of the 2013 Agreement, and ratifies all such actions as though City had itself undertaken the platting of Sunnyside South Addition. 2. Covenants of City. a. City agrees to convey the property identified as Lots 1 through 24 of Sunnyside South Addition (the "Property" to Company by special warranty deed for the price of $1,00. The Property shall be conveyed to Sunnyside South Addition, LLC no later than October 1, 2017. City shall have no duty to provide an abstract of title or other evidence of title, but Company may procure whatever evidence of title it desires at its own cost; provided, however, that City shall cooperate with any reasonable request by Company, and shall approve and execute -,such reasonable documents, as Company may request to obtain merchantable title, free and clear of all encumbrances arising by or through City except; a) easements, conditions and restrictions of record which do not, in Company's opinion, interfere with Company's proposed use; current and future real estate real property taxes and assessments subject to the agreements made herein; (c) general utility and right-of-way easements serving the Property; and (d) restrictions imposed by the City zoning ordinances or other applicale law. b: City has cooperated with the Company in developing a street design that integrates with a reconnection to the remainder of existing West San lel arnan ;Drive at each end of the new street. The design considers the likelihood of future construction of an extension of San Marnan Drive to the south in connectison with future land development. Company shall have the ri Company agrees to indemnify and hold City harmless from and against pny and ail claims, demands, causes of action, costs, expenses, or liabilities of any type or nature, including but not limited to reasonable attorneys' fees, arising from or in connection with Company's actions in platting Sunnyside South Addition and in undertaking the Improvements. 4. Representations s ar Warranties of City. City hereby represents and warrants as follows: a. City is not prohibited from consummating the transaction contemplated in this Agreement by any law, regulation, agreement, instrument, restriction, order or judgment. City has now complied with the provisions of lowa Code § 306. 5.res ntations andWarranties of Company. Company hereby represents and,. warrants as follows: a.It is not prohibited from consummating the transaction contem pplated in this Agreement by any law, regulation, agreement, instrument, restriction, order or judgment. It is duly organized, validly existing, and in good standing under the laws of the state of Iowa. c. It has full right, title, and authority to execute and perform this Agreement and to consummate all of the transactions contemplated herein, and each person who executes and delivers this Agreement for it and all documents to be Olivered to City hereunder is and shall be authorized to do so on its behalf. 6. No Joint Venture. Nothing in this Agreement shall, or shall be deemed or construed to, create or constitute any joint venture, partnership, agency, employment, oi any other relationship between the City and Company, nor to create any liability for one party with respect to the liabilities or obligations of the other party or any other person. 7. N. ti es. Any notice under this Agreement shall be in writing and shall be delivered in person, by overnight air courier service, by United States registered or certified mail, postage prepaid, or by facsimile (with an additional copy delivered by one of the foregoing means), and addressed: (a) if to City, at 5 Mulberry Street, Waterloo, Iowa 50703, facsimile n mber#3 9 291-4571, Attention: Mayor, with copies to the City Attorney and Commupity Planning and Development Director. 3 Page 48 of 323 (b) if to Company, to Sunnyside South Addition, LLC, 315 E. 5th Street, Waterloo, IA 50703, Attention: James E. Walsh, Jr, Delivery of notice shall be deemed to occur (0 on the date of delivery when delivered in person, (ii) three (3) business days following the date of deposit if mailed by United States registered or certified mail, postage prepaid, or viii) when transmitted by facsimile so long as the sender obtains written electronic confirmation from the sending facsimile machine that such transmission was successful. 8. Amendment, Modification, and Waiver. No amendment, modification, or waiver of any condition, provision, or term of this Agreement shall be valid or of any effect unless made in writing, signed by the party of parties to be bound or by its duty authorized representative, and specifying with particularity the extend and nature of the amendment, modification, or waiver. Any waiver by any party of any default by another party shall not affect or impair any rights arising from any subsequent default, 9. Severability. Each provision, section, sentence, clause, phrase and word of this Agreempnt is intended to be severable. If any portion of this Agreement shall be deemed invalid or unenforceable, whether in whole or in part, the offending provision or h part thereof sy II be deemed severed from this Agreement and the remaining provisions of this Agreement shalt not be affected thereby and shall continue in full force and effet. If, for any reason, a court finds that any portion of this Agreement is invalid or unenforceable as written, but that by limiting such provision or portion thereof it would become valid and enforceable, then such provision or portion thereof shall be deemed to be rrtten, and shall be construed and enforced, as so limited. 10. dations. All captions, headings or titles in the paragraphs or sections of this Agreement are inserted only as a matter of convenience and oror reference, and they shall in no: way be construed as limited, extending, or describing either the scope or intent of thiAgreement or of any provisions hereof. Capitalized terms not defined herein shall hayethemeaningascribed to them in the 2013 Agreement. 11. Binding Effect. This Agreement shall be binding and shall inure to the benefit of the parties and their respective successors, assigns, and legal representatives. 12. Counterparts. This Agreement may be executed in one or more counterparts, each of which shall be deemed an original and all of which, taken together, shall constitute one and the same instrument. 13. Entire Agreement. This Agreement, together with the 2013 Agreement, constitutes the entire agreement of the parties and supercedes all prior to contemporaneous negotiations, discussions, understandings, or agreements, whether oral or written, with respect to the subject matter hereof. 14. 11,ime of Essence. Time is of the essence of this Agreement. 4 Page 49 of 323 IN WITNESS WHEREOF, the parties have executed this Project Development r e Agreement as of the date first set forth above. CITY OF WATERLOO, IOWA Quentin Hart, Mayor Attest: Keley e,City Clerk SI4NNYSIDE SO 5 Page 50 of 323 CITY OF WATERLOO Council Communication Recommendation of appointment of Kendra Wyatt to the position of Executive Secretary to the Mayor, effective June 3, 2019. City Council Meeting: 5/28/2019 Prepared: REVIEWERS: Department 1um an R.eso ,. . Clerk: 0 ffice rces SUBJECT: Reviewer Action Date i:.:. u .gin n, I ., li c e Approved 5/22/2 :14. P M r r r^ r .Approved 5/2. /2.19 3:16 i.. v Nancy. Recommendation of appointment of Kendra Wyatt to the position of Executive Secretary to the Mayor, effective June 3, 2019. Recommended Action: Request Approval Source of Funds: General fund Background Information: This vacancy was created by the retirement of Michelle Westphal. Page 51 of 323 CITY OF WATERLOO Council Communication Recommendation of appointment of Jennifer S eifried to the position of Public Works Administrative Secretary, effective June 10, 2019. City Council Meeting: 5/28/2019 Prepared: REVIEWERS: Department Reviewer Action Date w P' a :: lie Works :D ep lrt Kn t iF e..chle, i ,.. A .ey .A,,pproved 5/24/2019 ,,,,,,, 10:L5 L5 A M SUBJECT: Recommendation of appointment of Jennifer S eifried to the position of Public Works Administrative Secretary, effective June 10, 2019. Submitted by: Submitted By: Page 52 of 323 CITY OF WATERLOO Council Communication FY 2019 Dysart Road and W. 2nd Street Reconstruction Program, Contract No. 970. City Council Meeting: 5/28/2019 Prepared: 5/20/2019 REVIEWERS: Department .Engineering Clerk .. Price ATTACHMENTS: Description Bidl"ab SUBJECT: Submitted by: Expenditure Required: Source of Funds: Policy Issue: Reviewer l ..rm.utsori, Jamie e Even, .:. eA nn. Action Approved. Approved Type 4 ateri 1 Date 3/. /, 0 1 9 ,,,,,,, 0: 2,AM /2 /2019:(15 AM Motion to receive and file proof of publication of notice of public hearing. HOLD HEARING - No comments on file. Motion to close hearing and receive and file oral and written comments. Resolution confirming approval of plans, specifications, form of contract, etc. Resolution authorizing to proceed. Motion to receive, file and instruct City Clerk to read bids and refer to City Engineer for review. Submitted By: Dennis Gentz, PE, Assistant City Engineer Local Option Sales Tax Page 53 of 323 FY2019 Dysart Rd and W. 2nd Street Reconstruction Contract No. 970 Bid Tab: May 23, 2019 Estimate: $1,578,197.80 Bidder Bid Security Bid Amount Vieth Construction Corporation Cedar Falls, Iowa 5% o $1,445,146.61 Croell, Inc., New Hampton, Iowa 5% o $1,437 ,929.20 Cedar Valley Corp. Waterloo, Iowa 5% $1,286,523.98 Lodge Construction, Inc. Clarksville, Iowa 5% o $1,369,330.40 K Cunningham Construction Co., Inc. Cedar Falls, Iowa 5% o $1,258,033.34 Page 54 of 323 CITY OF WATERLOO Council Communication Regulated Asbestos -Containing Materials Demolition Services at: 1107 Commercial Street, 919-925 Commercial Street, 613 W. 7th Street, and instructing City Clerk to publish notice. City Council Meeting: 5/28/2019 Prepared: 5/22/2019 REVIEWERS: Department Reviewer Action Date P lanmmmgping Schroeder, Ari Approved 5/22/20 Clerk Office Even, Lc. n.n.. Approved 5/22/2 ATTACHMENTS: Description i1.F13 Request . h : t ' me .s (RACM) De l volition .....,ontract ▪ #2019-05-03P o 1107 Commercial Street -Aerial P_ c: t( ▪ 1 ommerc al. ,,, D etaileReport o 1� 9 9....,925 C:;o mmercia.i Street -Aerial Photo CI 919-92.) Commercial Street Detailed Report CI 613 W. 7th -Aerial Photo o 613 W. 7th iS treet ������ . etai ed Report R ACM) F.) e m.o 1l t momem. Contract #2 19-05-03P- 107 o Commercial Street, 919-925 Co_m:m'.merc al Street an� C W. 7th Street CI Bid 71lab SUBJECT: Submitted by: Type Cover enu. C c C over C over Memo Cover Me. 10 Cover Me Cover 'Me ,gym o C - vc r Mer .. ateri.a . 9 0 AM :55 PM Motion to receive and file proof of publication of notice of public hearing. HOLD HEARING - No comments on file. Motion to close hearing and receive and file oral and written comments. Resolution confirming approval of plans, specifications, form of contract, etc. Resolution authorizing to proceed. Motion to receive, file and instruct the City Clerk to read bids. Resolution awarding bid to of , , in the amount of $ , and approving contract, bonds, and certificates of insurance in conjunction with Regulated Asbestos -Containing Materials D emo litio n Services at: 1107 Commercial Street, 919-925 Commercial Street, 613 W. 7th Street, and authorize the Mayor and City Clerk to execute said documents. Submitted By: Noel Anderson, Community Planning and Development Director Recommended Action: Approval Expenditure Required: Unknown Page 55 of 323 Source of Funds: Nuisance Policy Is sue: Nuisance Abatement and Economic Development, policy 1, 3 and 4. Page 56 of 323 CITY OF WATERLOO, IOWA DEMOLITION AND SITE CLEARANCE SERVICES [Regulated Asbestos -Containing Materials (RACM)] Request for Bid (RACM) Demolition Contract #2019-05-03P 1107 Commercial Street, 919-925 Commercial Street, 613 W. 7th Street City of Waterloo, Iowa Prepared by City of Waterloo Planning and Zoning Department Page 57 of 323 SECTION I NOTICE OF REQUEST FOR BID 1.0 Receipt and Opening of Bid The City of Waterloo is seeking sealed bids for the demolition, removal and disposal of 1107 Commercial Street, 919-925 Commercial Street, and 613 W. 7th Street All bids must be received in a sealed envelope in City Hall (date and time stamped) by Thursday May 23, 2019 at 1:00 p.m. (our clock), Central Time, in order to be considered. City Hall is located at 715 Mulberry St, Waterloo, Iowa. Bids sent electronically or via facsimile will not be accepted. The mailing container or envelope shall be plainly marked on the outside with the notation `SEALED RFP FOR DEMOLITION AND SITE CLEARANCE SERVICES — (RACM) Demolition Contract #2019-05-03P, and the name of the company submitting the bid. 1.1 RFP Timeline Name of the Bid: (RACM) Demolition Contract #2019-05-03P and SITE CLEARANCE SERVICES- Demolition Contract #2019-05- 03P-1107 Commercial Street, 919-925 Commercial Street, 613 W. 7th Street Notice of RFP Date: May 1, 2019 Walk thru Date: 1 p.m. Friday May 10, 2019 Deadline for Bid Submittal: Thursday May, 23 2019 at 1:00 p.m., Central Time Submit Sealed Bid to: Address exactly as stated: SEALED RFP FOR (RACM) DEMOLITION CONTRACT #2019- 05-03P-1107 Commercial Street, 919-925 Commercial Street, 613 W. 7th Street City Hall City Clerk's Office 715 Mulberry Street Waterloo, IA 50703 Method of Submittal: Mail or Overnight Delivery, In Person (No Electronic or Fax Submittals) Contact Person, Title: Chris Western, Planner/Project Manager E-mail Address: chris.western@waterloo-ia.org Phone/ Fax Numbers: Phone: 319-291-4366 Fax: 319-291-4262 Page 58 of 323 RFP FOR DEMOLITION SERVICES RACM : 1107 Commercial Street, 919-925 Commercial Street, 613 W. 7th Street 1.2 The City reserves the right to accept or reject any or all bids and to waive any informalities or irregularities in bids if such waiver does not substantially change the offer or provide a competitive advantage to any Bidder. The City reserves the right to defer acceptance of any bid for a period not to exceed sixty (60) calendar days from the date of the deadline for receiving bids. 1.3 The City is not responsible for delays occasioned by the U.S. Postal Service, the internal mail delivery system of the City, or any other means of delivery employed by the Bidder. Similarly, the City is not responsible for, and will not open, any bid responses that are received later than the date and time stated above. Late bids will be retained in the RFP file, unopened. No responsibility will be attached to any person for premature opening of a bid not properly identified. 1.4 Bids will be opened on Thursday May 23, 2019, at 1:00 pm (our clock) Central Time in the First Floor Conference Room, City Hall, 715 Mulberry Street, Waterloo. The main purpose of this opening is to reveal the name(s) of the Bidder(s), not to serve as a forum for determining the awarded bid(s). 1.5 Bids will be evaluated promptly after opening. After an award is made, a bid summary will be sent to all companies who submitted a bid. Bids may be withdrawn anytime prior to the scheduled closing time for receipt of bids; no bid may be modified or withdrawn for a period of sixty (60) calendar days thereafter. SECTION II INSTRUCTIONS TO BIDDERS 2.0 The Bid shall include the attached Exhibit "A" signature page, properly completed. A company representative who is authorized to bind the company will sign on behalf of the company to indicate to the City that you have read all provisions of the RFP and agree to all terms and conditions, except as provided in paragraph 2.4 below. By making a Bid, the Bidder represents that they have examined the subject property. Any questions about the meaning or intent of the specifications must be submitted by the Deadline for Questions listed above. The City of Waterloo reserves the right to reject any or all bids, and to accept in whole or in part, the bid, which, in the judgment of the bid evaluators, is the most responsive and responsible bid. 2.1 General Liability Insurance with limits of liability of at least $1,000,000 per occurrence for Bodily Injury and Property Damage. At a minimum, coverage for Premises, Operations, Products and Completed Operations shall be included. This coverage shall protect the public or any person from injury or property damages sustained by reason of the contractor or its employees carrying out their work. 2.1.1 The City reserves the right to require increased liability limits, not to exceed Fifteen Million Dollars ($15,000,000) from bidders, should the project represent an elevated hazard level to the City as determined by the Insurance Committee. 2.1.2 Commercial General Liability Insurance Policy, including but not limited to, insurance for premises construction operations (when applicable), contractual liability, completed operations with respect to liability arising out of the ownership, use, occupancy or maintenance of the premises and all areas appurtenant thereto, to afford protection with respect to Page 59 of 323 RFP FOR DEMOLITION SERVICES RACM : 1107 Commercial Street, 919-925 Commercial Street, 613 W. 7th Street bodily injury, personal injury, death or property damage of not less than One Million Dollars ($1,000,000) per occurrence combined single limit/Two Million Dollars ($2,000,000) general aggregate. 2.1.3 Comprehensive Automobile Liability Insurance Policy with limits for each occurrence of not less than One Million Dollars ($1,000,000) Combined Single Limit with respect to bodily injury, property damage or death. 2.1.4 Workers Compensation Insurance Policy or similar insurance in form and amounts required by law. 2.1.5 Coverage must be maintained by a financially stable carrier with a minimum AM Best rating of A- or above. It will be the outside party's responsibility to provide proof of their carriers rating. 2.1.6 The City of Waterloo, Iowa will be named as an additional insured with respect to all casualty insurance policies. 2.1.7 Certificate of insurance will be submitted to the City Clerk prior to commencement of the contract/agreement and shall include a thirty -day notice of cancellation provision. 2.1.8 If the outside party fails to perform any of its obligations under the City's Insurance and Policy Requirements, Waterloo reserves the right to either purchase the required insurance coverage and assess the cost directly to the outside party, or to declare the outside party's bid invalid. 2.2 Bonds 2.2.1 A guarantee from each Bidder equivalent to five percent (5%) of the price is required. The guarantee shall consist of a firm commitment, such as a bond, certified check, or other negotiable instrument acceptable to the City, as assurance that the Bidder will, upon acceptance of its, execute such contractual documents as may be required within the time specified. 2.2.2 Successful Bidder will be required to furnish bond in an amount equal to one hundred percent (100%) of the contract price and shall be issued by a responsible surety acceptable to the City. The bond shall guarantee the faithful performance of the contract and the terms and conditions therein contained, shall guarantee the prompt payment of all materials and labor and protect and save harmless the City from claims and damages of any kind arising out of the performance of this contract. 2.3 This Request for Bid does not commit the City to make an award, nor will the City pay any costs incurred in the preparation and submission of bids, or costs incurred in making necessary studies for the preparation of bids. 2.4 Important Exceptions to Contract Documents - The Bidder shall clearly state in the submitted bid any exceptions to, or deviations from, the minimum bid requirements, and any exceptions to the terms and conditions of this RFP. Such exceptions or deviations will be considered in evaluating the bids. Any exceptions should be noted on the Signature Page. Companies are cautioned that exceptions taken to this RFP may cause their bid to be rejected. No additional exceptions shall be allowed after submittal of a bid. 2.5 Incomplete Information - Failure to complete or provide any of the information requested in this RFP, including references, and/or additional information as indicated, may result in disqualification by reason of "non responsiveness". Page 60 of 323 RFP FOR DEMOLITION SERVICES RACM : 1107 Commercial Street, 919-925 Commercial Street, 613 W. 7th Street SECTION III SPECIAL TERMS AND CONDITIONS 3.0 Term of Contract 3.0.1 The initial term of the Contract shall be for six (6) weeks, anticipated to be from the award of contract starting (May 20, 2019) to (June 30, 2019). 3.0.2 A Contract, approved by the City Council and signed by the Mayor, shall become the document that authorizes the Contract to begin, assuming the insurance requirements have been met. Each section contained herein, any addenda and the response (Bid) from the successful bidder shall also be incorporated by reference into the resulting Contract. 3.0.3 No price escalation will be allowed during the initial term of the Contract. If it is mutually decided to renew beyond the initial period and the Contractor requests a price increase, the Contractor shall provide documentation on the requested increase. The City reserves the right to accept or reject price increases, to negotiate more favorable terms, or to terminate (or allow to expire) without cost, the future performance of the Contract. 3.0.4 The total actual expenses shall not exceed the amount allowed by the project Contract, including any renewal extensions thereof, unless amended by written agreement. 3.1 Agreement Forms 3.1.1 After award, the Bidder will be required to enter into a written contract with the City. 3.1.2. Termination for Cause. In the event that Contractor defaults in the performance or observance of any covenant, agreement or obligation set forth in the Contract, and if such default remains uncured for a period of seven (7) days after notice thereof shall have been given by City to Contractor (or for a period of fourteen (14) days after such notice if such default is curable but requires acts to be done or conditions to be remedied which, by their nature, cannot be done or remedied within such 14 -day period and thereafter Contractor fails to diligently and continuously prosecute the same to completion within such 14 -day period), then City may declare that Contractor is in default under the Contract. 3.1.3 Termination for Convenience. The Contract may be terminated at any time, in whole or in part, upon the mutual written agreement of the parties. City may also choose to terminate the Contract at any time by delivering to Contractor 10 -days' advance written notice of intent to terminate. 3.1.4 Remedies. If Contractor is in default of the Contract and has not cured said default as set forth in Section 3.1.2 above, the City may take any one or more of the following steps, at its option: 3.1.4.1 by mandamus or other suit, action or proceeding at law or in equity, require Contractor to perform its obligations and covenants under the Contract, or enjoin any acts or things which may be unlawful or in violation of the rights of the City under the Contract, or obtain damages caused to the City by any such default; 3.1.4.2 have access to and inspect, examine and make copies of all books and records of Contractor which pertain to the project; 3.1.4.3 declare a default of the Contract, make no further disbursements, and demand immediate repayment from Contractor of any funds previously disbursed under the Contract; 3.1.4.4 terminate the Contract by delivering to Contractor a written notice of termination; and/or Page 61 of 323 RFP FOR DEMOLITION SERVICES RACM : 1107 Commercial Street, 919-925 Commercial Street, 613 W. 7th Street 3.1.4.5 take whatever other action at law or in equity may be necessary or desirable to enforce the obligations and covenants of Contractor under the Contract, including but not limited to the recovery of funds. 3.1.4.6 No delay in enforcing the provisions hereof as to any breach or violation shall impair, damage or waive the right of City to enforce the same or to obtain relief against or recover for the continuation or repetition of such breach or violation or any similar breach or violation thereof at any later time or times. In the event that City prevails against Contractor in a suit or other enforcement action under the Contract, Contractor agrees to pay the reasonable attorneys' fees and expenses incurred by City. 3.2 Terms of Payment 3.2.1 Services authorized under this Contract shall be submitted as "lump sum" after services are delivered and accepted. 3.2.2 City has the right, at its discretion, to deny payment for any work by any Contractor if the total actual expenses exceed the amount allowed by the project Contract, including any renewal extensions thereof. The Contractor is not obligated to continue performance of services under this Agreement or otherwise incur costs in excess of the total actual expense allowed unless an amendment to the Contract is approved, and the City notifies the Contractor, in a written amendment, of the City's acceptance of the revised total actual expense allowed. 3.2.3 All work is to be done in strict compliance with this RFP and Demolition Specifications attached as Exhibit "B". The City may withhold payment for reasons including, but not limited to, the following: unsatisfactory job performance or progress, defective work, disputed work, failure to comply with material provisions of the Contract, third party claims filed or reasonable evidence that a claim will be filed or other reasonable cause. SECTION IV SERVICE REQUIREMENTS 4.0 Background The City of Waterloo, Iowa, is seeking bids for demolition and site clearance services for: 1107 Commercial Street, 919-925 Commercial Street, 613 W. 7th Street 4.1 Scope of Work The City of Waterloo is seeking a qualified demolition contractor to demolish the structures and clear the site. The Bidder understands and agrees that demolition and debris removal in the most expeditious manner possible is of the utmost importance and it will make every effort to complete all requirements of the Contract in the shortest time possible. The services to be performed under this Contract shall consist of the work described in the separate "Demolition Specifications" document (attached Exhibit "B") and shall be performed according to the standards set forth therein and herein. Any reference in this RFP to "this specification" shall include such Demolition Specifications. Bidder shall be responsible to familiarize itself with the specifications and to make a personal examination of the job site(s) and the physical conditions that may affect its performance under the contract. Important note: The structures are currently being abated of asbestos, and upon notice to proceed the property will be deemed to be clear of, or have been abated for, asbestos containing materials (ACM) and may be handled as such. Page 62 of 323 RFP FOR DEMOLITION SERVICES RACM : 1107 Commercial Street, 919-925 Commercial Street, 613 W. 7th Street 4.2 Silence of Specifications — Commercially accepted practices shall apply to any detail not covered in this specification and to any omission of this specification. Any omission or question of interpretation of the specification that affects the performance or integrity of the service being offered shall be addressed in writing and submitted with the Bid. SECTION V METHOD OF EVALUATION 5.0 Contract Award - Any Contract award(s) made by the City of Waterloo is subject to prior approval by the City of Waterloo City Council. 5.0.1 Award of Contract shall be made to the most responsible and responsive bid from a Company whose bid offers the greatest value to the City with regard to the criteria detailed and the specifications set forth herein. The City may select a Bidder based on an "all or none" bid, on individual responses, or as is otherwise deemed to be in the best interest of the City. 5.1 Financial Terms will not be the sole determining factor in the award. To determine the award, the City will award a contract to the Bidder offering services and experience that best represents the overall value to the City. 5.2 Bid Evaluation Procedures 5.3.1 Each bid will be evaluated based on experience and the evaluators judgment of how well the bid addresses the City's requirements. Each prospective company is assured that any bid submitted will be evaluated using the best available information and without any forgone conclusions. 5.3.2 Consideration will also be given to solicited written clarification provided during the evaluation process and input from staff or other persons judged to have useful expertise that should be considered in a responsible, fair assessment of the relative merits of each bid. 5.3 A Bidder's submission of a bid constitutes its acceptance of this evaluation technique and its recognition and acceptance that subjective judgments will be used by the evaluators in the evaluation. 5.4 Following the evaluation process, the award process is as follows: 5.5.1 The evaluators shall determine which bidder has submitted the best bid using the criteria set forth above, and make its recommendation to the City Council. 5.5.2 The City Council considers a resolution awarding the Contract and authorizing the Mayor to execute the Contract on behalf of the City. Note, no Contract shall be deemed to be created and exist unless and until the City Council adopts a resolution awarding the Contract and authorizes the Mayor to sign the Contract. 5.5.3 The Mayor executes the Contract. Page 63 of 323 RFP FOR DEMOLITION SERVICES RACM : 1107 Commercial Street, 919-925 Commercial Street, 613 W. 7th Street EXHIBIT "A" SIGNATURE PAGE 1107 Commercial Street, 919-925 Commercial Street, 613 W. 7th Street The undersigned Proposer/Bidder, having examined these documents and having full knowledge of the condition under which the work described herein must be performed, hereby proposes that they will fulfill the obligations contained herein in accordance with all instructions, terms, conditions, and specifications set forth; and that they will furnish all required services and pay all incidental costs in strict conformity with these documents for the stated process as payment in full. 1107 Commercial Street $ 919-925 Commercial Street $ 613 W. 7th Street $ Total $ Total in written form: Submitting Firm: Address: City: State: Zip: Authorized Representative (print) Authorized Representative Signature Date : Email: Phone: Fax: EXCEPTIONS/DEVIATIONS to this Request for Proposal shall be listed in writing on an attached document provided by the Bidder. Please be as specific as possible. Please check one: Our company has no exceptions/deviations. Our company does have exceptions/deviations which are listed on an attached document. GENERAL INFORMATION. Freight and/or delivery charges, if any, shall be included in the price. FIRM PRICING. Offered prices shall remain firm for a minimum of sixty (60) days after the due date of this solicitation unless indicated otherwise. Accepted prices shall remain firm for the duration of the contract. ADDENDA (It is the Bidder's responsibility to check for issuance of any addenda). The authorized representative herby acknowledges receipt of the following addenda: Addenda Number Date Addenda Number Date We choose not to bid at this time but would like to be considered for future requests for bid Page 64 of 323 5/1/2019 Printable Map Output Parcel ID: Deed Holder: Parcel Address: goplf�lu �ll�p� �l�l)��itiii, Se looted) Features hos pita I ah -port firedldpt pa'rk's_. parks tw+w prng Railroads Townships Sections pp Water 1i......P Parcels ........ iv0hs o - a„Y Towns hip ,u 2 City Limas railroaddlirn rrnarn roaddlim wuate rnar ] 8913-25-155-013 CITY OF WATERLOO 1107 COMMERCIAL ST, WATERLOO, IA 50702 Le ge rtdl p2rde:1411 n r adnarn Aerial Photos Black Hawk Co t ullllllllllluuum ���,IIIIIIIIIIiii,�u imullllllllllllllllllllllllll�uuliui lu lliIl+lil�l,, i'VI6'i� I ff�llliir����i JJIIII�IIII�I���������� ��IIIIIIIIIIC6���� uuuuuu�lII!!lluuuuuuuuuuuuuulllulflt rlil,JJIJ�I��;�" �� lllllll�l��lll�l+l lllulul1111 llllnni ID, Illul'llllllluuuuuuuullli�l� VIII II� 1�Iifl„�I'i�, i 11! i uuullllt, °°�IIIIIIIIIIII1°911111111 giuulullil° sll;"'+�ll�hr� � I�IIIl87i i,��N� � uy �iuu �1111j11ir 111111111111111111111111111111111111111111111 11111111 liiuououououououoluul I,Illllllp, lullulul . llldllllllllllllllllll i, I lllllllllllllllllllllinlillllllllllllllllllllllii Ian uluim 1111111 wisel„�':; llllllllllu -�', Black Hawk County, Iowa 316 East 5th Street Waterloo, Iowa 50703-4774 Phone: (319) 833-3002 Fax: (319) 833-3070 E-mail: auditor@co.black-hawk.ia.us.or ��14�IIIq�U�IIP°d' i ,'1'111j,111111'11,1111:1'11111,11 p1'1pl II uii d ddiiiuul' ° �4u%p V1 Map Disclaimer: This map does not represent a survey. No liability is assumed for the accuracy of the data delineated herein, either expressed or implied by Black Hawk County, the Black Hawk County Assessor or their employees. This map is compiled from official records, including plats, surveys, recorded deeds, and contracts, and only contains information required or local government purposes. See the recorded documents for more detailed legal information. Page 65 of 34 5/1/2019 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Parcel ID 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Hawk County Detailed Parcel Report IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Deed Holder IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII CITY OF WATERLOO 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looloolooloolooloolooloolooloolooloolooloolooloolooloolooloolooloolooloolooloolooloolooloolooloolooloolool Date 11,0111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 5/31/2006 7/12/1994 6/29/1984 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ear Tax Mail to Address CITY OF WATERLOO 715 MULBERRY ST ATTN: FINANCE DEPARTMENT WATERLOO, IA 50703-0000 Current Recorded Transfer ate Drawn 11/25/2014 Date Filed 12/5/2014 Recorded Document 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IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII NORMAL ARMS -LENGTH TRANSACTION - PRIOR 09 / Contract 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11,0111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 12/31/2014 12%15/2004 11,0111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 10/5/1999 9/30/1998 ASSESSED VALUES/CREDITS IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Number IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII A 08120 A HA 1455 A 2534 2256 oolooloolooloolooloolooloolooloolooloolooloolooloolooloolooloolooloolooloolooloolooloolooloolooloolooloolooloolooloolooloolooloolooloo mount Type 11,011111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111D Reason Porch Furnace Porch Porch 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2019 Values Pending Board of Review Action * * * * Rollback percentages will be provided by the state in October, and will be applied at that time to determine the taxable values* * * * 1000000000000000000000000000000000000000000000000000000 Class 1000000000000000000000000000000000000000000000000000000 100% Land Multi -Residential Land Dwelling Building Total cres alue A ,500 0 19,060 0 23,560 Taxable Value Land ,• 5 0 Multi -Residential Land 0 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2018 100% Value Taxable Value 10000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000 Class Dwelling 19,060 Building IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 0 Total 23,560 IIIIIIII 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2017 100% Value Taxable Value Land A,500 Land ,5 0 ulti-Residential Land Class Dwelling 19,060 Building IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 0 Total 23,560 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19,060 Building 0 Total 23,560 Multi -Residential Land Dwelling Building 0 19,060 0 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ear 11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111, 2016 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 100% alue Taxable Value Tax District i 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TAX INFORMATION ASSESSMENT YEAR 2017 PAYABLE 2018/2019 941041 - WATERLOO RIVERFRONT UR TIF 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00000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000l00000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000 www2.co.black-hawk.ia.us/website/bhmap/bhRepDet.asp?apn=891325155013 84 11111:1176 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Page 67 of 323 5/1/2019 Black Hawk County Detailed Parcel Report 15 FR EP [176] 22 2001 24 12 16 12 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1S B FR [756] 24 26 25 B FR (MAIN) [588] 18 22 18 14 10 30 6 12 Date Website Last Updated: 04/26/2019 15 FR OP [84] 15 FFA OP 8 [112] www2.co.black-hawk.ia.us/website/bhmap/bhRepDet.asp?apn=891325155013 Page 68 of 323 5/1/2019 Printable Map Output Parcel ID: Deed Holder: Parcel Address: ulpll�u ��pll�i�l)��!6�i, Se looted) Features s hospital ah -port firedldpt park's_. parks tw+w prng Railroads Townships Sections Water 11, Parcels ............. 1111 1'iy;hltsf-Way Towns hi Ip City Linet railroad_dim n -name ro.addliim wua'I rna! ] 8913-25-153-003 CITY OF WATERLOO 919-925 COMMERCIAL ST, WATERLOO, IA 50702 Lege parc?idlirn read nam Aerial Photos Black Hawk Co. I111111111111111111111111111111111111111110 ^Immimlu111111111111111111111111111111111111111111111111111111111 I ';;;'; � iiiVVVVICCCCilllll 1111111 1, �, 1111111 III U° .11111111,11,,, 441Vh uuuuuui iii 141 I uumilllll ,,,, Iii Black Hawk County, Iowa 316 East 5th Street Waterloo, Iowa 50703-4774 Phone: (319) 833-3002 Fax: (319) 833-3070 E-mail: auditor@co.black-hawk.ia.us.or wiii„h „11.��� ii II 01w ud Odl, IIIIIIIIIIIIIII il>I"I CI 19912. Map Disclaimer: This map does not represent a survey. No liability is assumed for the accuracy of the data delineated herein, either expressed or implied by Black Hawk County, the Black Hawk County Assessor or their employees. This map is compiled from official records, including plats, surveys, recorded deeds, and contracts, and only contains information required or local government purposes. See the recorded documents for more detailed legal information. Page 69 of 34 5/1/2019 11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 Parcel ID 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 8913-25-153-003 PDF No. 11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 15 Map Area PDF 15 MR PARTMENT-WA W Property Address Black Hawk County Detailed Parcel Report 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 Deed Holder 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 CITY OF WATERLOO 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 Contract Buyer Tax Mail to Address CITY OF WATERLOO 715 MULBERRY ST ATTN: FINANCE DEPARTMENT WATERLOO, IA 50703-0000 919-925 COMMERCIAL ST 927-929 COMMERCIAL ST WATERLOO, IA 50702-0000 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 looloolooloolooloolooloolooloolooloolooloolooloolooloolooloolooloolooloolooloolooloolooloolooloolooloolool Date 7/12/2002 8/28/1998 11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 ear Current Recorded Transfer Date Drawn 9/17/2014 Date Filed 9/17/2014 Recorded Document 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 2015 004968 Type 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 SALES BUILDING PERMIT Amount NUTC / Type 145,000 110, 000 11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 COMMERCIAL SALE OF TWO OR MORE PARCELS -SINGLE CONSIDERATION - PRIOR 09 / Deed 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 RESIDENTIAL SALE OF TWO OR MORE PARCELS -SINGLE CONSIDERATION - PRIOR 09 / Contract oloolooloolooloolooloolooloolooloolooloolooloolooloolooloolooloolooloolooloolooloolooloolooloolooloolooloolooloolooloolooloolooloolooloolooloolooloolooloolooloolooloolooloolooloo Date 1/27/2004 10000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000 ASSESSED VALUES/CREDITS 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 Number A 3486 11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 mount 45,000 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 Reason Misc 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 2019 Values Pending Board of Review Action * * * * Rollback percentages will be provided by the state in October, and will be applied at that time to determine the taxable values* * * * 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 0 100/0 Value IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Taxable Value 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 Class Land Multi -Residential Land 10,130 Dwellin 43,480 Buildin Tota A cres 53'61 0 Land 0 1111 Multi -Residential Land 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 10,130 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 ear 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 2018 100% Value Taxable Value Land 0 Land Multi -Residential Land Class 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 11111 Dwelling 43,480 IW Building 0 Total 53,610 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 Dwelling 36,230 Multi -Residential Land ,111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 8,357 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 ear 11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111, 2017 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 100% alue Taxable Value Land 0 Land Multi -Residential Land Class Dwelling 36,230 Building cres 0 Total 44,587 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 Dwelling 36,230 Multi -Residential Land 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 ear 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 2016 11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 100% alue Taxable Value Class Dwelling 36,230 mem cres 0 Building Total 44,587 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 0000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000001 Land Multi -Residential Land Dwelling Building Total ' cres 10,130 108,690 0 118,820 Land 0 esidential Land www2.co.black-hawk.ia.us/website/bhmap/bhRepDet.asp?apn=891325153003 Dwelling 108,690 117,047 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 Page 70 of 323 r Quantity 1235 ilig6mo.IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII, 500 miiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii 5/1/2019 Black Hawk County Detailed Parcel Report TAX INFORMATION ASSESSMENT YEAR 2017 PAYABLE 2018/2019 Tax District 941041 - WATERLOO RIVERFRONT UR TIF Gross Value Taxable Value Military Exemption Corp00000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000.0000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000010000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000 0 0 Nocorp 0 Homestead Disabled Veteran Credit Credit Corp $0.00 Nocorp $0.00 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Property Tax Relief Credit IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Levy Rate 40.0843 g Credit Gross Tax Net Tax IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Business Property Tax Credit $0.00 $0.00 $0.00 $0.00 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII LEGAL FRL BLOCKS WEST WATERLOO SW 75 FT LOT 61 BLK 13 SW 75 FT SE 1 /2 LOT 62 BLK 13 Basis Sq. Ft. W/Dimensions Totals: 100000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000 Front 90 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 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Extended Description Quantity=292.00, =292.00 Units=S uare Feet, Height=0 Y qg 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Size IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 0: LF IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 0: LF : LF 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 0: LF of Wall IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 0: LF 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111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 3683: S F/Sto IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 3683: SF 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IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 7366: P/Unit IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 3683: SF IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 7366: SF 7366: SF 1000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000 . www2.co.black-hawk.ia.us/website/bhma /bhRe Detas ?a n=891325153003 Page 71 of 323 p p p p 5/1/2019 Entry Status: Inspected Black Hawk County Detailed Parcel Report 410/11100 ff r/A4AUyl �jiarl�yn/; �r�, 30 14 14 MTL BALCONY [500] BSMT EXT [292] 22 12 12 11 1\---fif 16 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 80 18 4; 12 12 5: 22 12 12 8 8 B1-28 C'BLI( [3683] 10 15 3 18 STN OP 18 STN OP [96] [94] Date Website Last Updated: 04/26/2019 www2.co.black-hawk.ia.us/website/bhmap/bhRepDet.asp?apn=891325153003 22 12 12 30 11 16 3 18 STN OP [96] IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Page 72 of 323 5/1/2019 Printable Map Output Parcel ID: Deed Holder: Parcel Address: Se looted) Features hos pita I a i rpoart fi rade pt parks_. parks tw+w Drum) Rai Iroads Towns hips Sections pp Watar 1i.............P 'Parcels Rights Towns h i 1p ,.., City Line cal mad dlim r -nam roaddliim wuate rna!m, 8913-26-431-002 CITY OF WATERLOO 613 W 7TH ST, WATERLOO, IA 50702 Le ge rid p2rceidim madna me_ Fhlataa Black Hawk Co III uo1110" wlll R)1'� I� qulliiiili1i111111111 �" IIID Iiilll (1IIIIIII1I I 0 u UIIIIIIIIIIIIIII 000000 ^1111 ml mrooll0000000000000 Id �IIIIIIII 111111°, 'i"fill���Yllll Black Hawk County, Iowa 316 East 5th Street Waterloo, Iowa 50703-4774 Phone: (319) 833-3002 Fax: (319) 833-3070 E-mail: auditor@co.black-hawk.ia.us.or t'I�!;ill;t 1 d with: IT Map Disclaimer: This map does not represent a survey. No liability is assumed for the accuracy of the data delineated herein, either expressed or implied by Black Hawk County, the Black Hawk County Assessor or their employees. This map is compiled from official records, including plats, surveys, recorded deeds, and contracts, and only contains information required or local government purposes. See the recorded documents for more detailed legal information. Page 73 of 34 Land 00000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000 2,480 Land 1000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000 2,480 5/1/2019 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Parcel ID 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 8913-26-431-002 1000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000 PDF No. 1000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000004 Map Area CWTLO-03 Property Address 613W7TH ST WATERLOO, IA 50702-1511 ear Black Hawk County Detailed Parcel Report IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Deed Holder 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 CITY OF WATERLOO 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 Contract Buyer 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 Tax Mail to Address CITY OF WATERLOO 715 MULBERRY ST ATTN: FINANCE DEPARTMENT WATERLOO, IA 50703-0000 Current Recorded Transfer ate Drawn 3/14/2016 Date Filed 3/14/2016 ASSESSED VALUES/CREDITS Recorded Document 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 2016 015573 Type 1000000000000000000000000000000000000000000000000000000000D 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 Class 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 2019 Values Pending Board of Review Action * * * * Rollback percentages will be provided by the state in October, and will be applied at that time to determine the taxable values* * * * 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 100% Value IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Taxable Value 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 ear Land 10000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000 2,480 Multi -Residential Land 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 0 Land .......................................................................................................... 2,480 Multi -Residential Land 11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 2018 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 0 100 / 0 alue Taxable Value Land 2,480 Class Multi -Residential Land 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 0 Multi -Residential Land 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 ear 11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111, 2017 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 100% alue Taxable Value Class Dwelling 390 Dwelling 390 Building 0 Total 2,870 Building cres 10000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000 Total 2,870 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Dwelling 500 Dwelling Building 0 Total 2,980 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Building Acres 000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000 Total 500 2,980 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,1111111111111,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,1,1111111111111,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,11,1,11111 Land Multi -Residential Land Dwelling Building jTota l Acres 2,480 0 500 0 2,980 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111,11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111,11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111,1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 Multi -Residential Land 0 11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 ear 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 2016 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 100% Value IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Taxable Value 10000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000 Tax District 10000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000 Corp 10000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000 Nocorp 100000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000 Corp 100000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000 Nocorp 00000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000 Class Dwelling 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 500 Building 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 0 Total 0000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000 2,980 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 Land Multi -Residential Land Dwellin 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111,,,11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111116,,,11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 2,480 0 500 Land 00000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000 2,480 Multi -Residential Land Dwelling 500 : uildin Total Acres J 2,980 0 :uilding TAX INFORMATION ASSESSMENT YEAR 2017 PAYABLE 2018/2019 940001 - WATERLOO Gross Value Taxable Value 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111,1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111, 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111, IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Homestead Credit 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111. $0.00 11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111, 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 Total 0000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000 2,980 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Military Exemption 11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111,11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Disabled Veteran Credit $0.00 11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Levy Rate 40.0843 11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 Property Tax Relief g Credit Credit $0.00 $0.00 11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 $0.00 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 Gross Tax 0.00 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 $0.00 Business Property Tax Credit $0.00 Net Tax 0.00 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 LEGAL www2.co.black-hawk.ia.us/website/bhmap/bhRepDet.asp?apn=891326431002 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 Page 74 of 323 5/1/2019 DOES ADDITION SW 50 FT LOT 4 BLK 12 Basis Front Foot Totals: 00000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000 Front 50 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Rear 50 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Type 000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000 Side 1 60 Black Hawk County Detailed Parcel Report 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Page 76 of 323 DEMOLITION CONTRACT FOR DEMOLITION AND SITE CLEARANCE SERVICES [Regulated Asbestos Containing Materials (RACM)] 1107 Commercial Street, 919-925 Commercial Street and 613 W. 7th Street This Contract for Demolition and Site Clearance Services ( RACM) (the "Contract") is entered into as of May 28, 2019 by and between the City of Waterloo, Iowa ("City") and . ("Contractor"). In consideration of the mutual promises exchanged herein, the parties agree as follows: 1. Services. For a period of 14 days after the date of this Contract, subject to extension upon the mutual written agreement of the parties, the Contractor agrees to furnish all supervision, technical personnel, labor, materials, tools, machinery, services, and perform and substantially complete all work within the time period stated in the specifications after receipt of Notice to Proceed with respect to a given property or set of properties. Work to be performed includes all work described in the Contract Documents (defined below). Contractor shall provide the above services at the cost set forth in Contractor's RFP response. Contractor will be paid a lump sum for which services are performed and accepted. Contractor's request for payment for services authorized under this Contract shall be submitted at the completion of project and will be paid within thirty (30) days after receipt of an original invoice and after such services are delivered and accepted. Contractor will be paid for all items satisfactorily completed. Such payment will be full compensation for all work performed, for all permits, licenses, inspections, for complying with all laws, rules, regulations and ordinances, including safety, and for furnishing all materials, equipment and labor to complete the work, in accordance with the specifications. 2. Contract Documents. The following documents (collectively, the "Contract Documents") are hereby incorporated by reference as though set forth herein in full: a. Request for Proposal b. Response (Proposal) d. Specifications for Demolition and Site Clearance e. Signature Page f. Building Demolition Insurance Requirements In the event of conflict between the provisions of the Contract Documents and this Contract, the provisions of this Contract shall prevail. 2.1 Contract Limits. Total actual expenses allowed by the project Contract, including any renewal extensions of the Contract, shall not exceed $ 3. Approval; Timing of Work. Contractor shall not begin work on any demolition until after the contract has been approved by the city council and the Contractor has been issued Page 77 of 323 a Notice to Proceed. The work shall commence within ten (10) days after the City has issued a Notice to Proceed. 4. Performance Bond. Contractor will be required to furnish bond in an amount equal to one hundred percent (100%) of the contract price and shall be issued by a responsible surety acceptable to the City. The bond shall guarantee the faithful performance of the contract and the terms and conditions therein contained, shall guarantee the prompt payment of all materials and labor and protect and save harmless the City from claims and damages of any kind arising out of the performance of this contract. 5. Indemnity. City agrees to indemnify Contractor from and against any and all claims, demands, causes of action, damages, costs and liabilities of any type or nature, including reasonable attorney's fees, arising from or in connection with damage to the Adjacent Building that results from an uncontrolled collapse of the Structure during Contractor's demolition activities. 6. Notwithstanding the foregoing, Contractor agrees to use all reasonable methods in the circumstances to mitigate the risk of an uncontrolled collapse of the Structure that would cause damage to the Adjacent Building and to undertake all activities of demolition with due care. Except to the limited extent modified by this addendum, all terms and conditions of the Demo Contract shall remain unmodified and in full force and effect. 6.1 Property Damage. Contractor shall be responsible for all damage to public or private property. Contractor shall have one responsible person at the job site at all times when demolition activities are undertaken. Contractor shall keep a report of all damage. If public or private property is damaged by Contractor and is not repaired in a timely manner as determined by City, City has the option of having the damage repaired at the Contractor's expense, to be reimbursed to the City or withheld from future payments to Contractor hereunder. 6. Default; Termination for Cause. In the event that Contractor defaults in the performance or observance of any covenant, agreement or obligation set forth in this Contract, and if such default remains uncured for a period of seven (7) days after notice thereof shall have been given by City to Contractor (or for a period of fourteen (14) days after such notice if such default is curable but requires acts to be done or conditions to be remedied which, by their nature, cannot be done or remedied within such 14 -day period and thereafter Contractor fails to diligently and continuously prosecute the same to completion within such 14 -day period), then City may declare that Contractor is in default hereunder and may take any one or more of the following steps, at its option: a. by mandamus or other suit, action or proceeding at law or in equity, require Contractor to perform its obligations and covenants hereunder, or enjoin any acts or things which may be unlawful or in violation of the rights of the City hereunder, or obtain damages caused to the City by any such default; b. have access to and inspect, examine and make copies of all books and records of Contractor which pertain to the project; 2 Page 78 of 323 c. declare a default of this Contract, make no further disbursements, and demand immediate repayment from Contractor of any funds previously disbursed under this Contract; d. terminate this Contract by delivery to Contractor of written notice of termination; and/or e. take whatever other action at law or in equity may be necessary or desirable to enforce the obligations and covenants of Contractor hereunder, including but not limited to the recovery of funds. No delay in enforcing the provisions hereof as to any breach or violation shall impair, damage or waive the right of City to enforce the same or to obtain relief against or recover for the continuation or repetition of such breach or violation or any similar breach or violation thereof at any later time or times. In the event that City prevails against Contractor in a suit or other enforcement action hereunder, Contractor agrees to pay the reasonable attorneys' fees and expenses incurred by City. 7. Termination for Convenience. This Contract may be terminated at any time, in whole or in part, upon the mutual written agreement of the parties. City may also choose to terminate this Contract at any time by delivering to Contractor 10 -days' advance written notice of intent to terminate. 8. Non -Assignable Duties. Contractor may not assign its duties hereunder without the prior written consent of City. 11. Independent Contractor. Contractor is an independent contractor and is not an employee, servant, agent, partner, or joint venturer of City. Contractor has no power or authority to enter into contracts or agreements on behalf of City. City shall determine the work to be done by Contractor, but Contractor shall determine the legal means by which it performs the work specified by City. City is not responsible for withholding, and shall not withhold, FICA or taxes of any kind from any payments, which it owes Contractor. Neither Contractor nor its employees, if any, shall be entitled to receive any benefits which employees of City are entitled to receive and shall not be entitled to workers' compensation, unemployment compensation, medical insurance, life insurance, pension, or any benefits of any type or nature whatsoever on account of their work for City. Contractor shall be solely responsible for compensating its employees, if any. 12. Anti -Discrimination. During the performance of this Contract, Contractor, for itself, its assignees and successors in interest, agrees to comply with the anti -discrimination laws of the State of Iowa, as contained in Sections 19B, 551.4 of the Code of Iowa, which are herein incorporated by reference and made a part of this Contract. 13. Severability. In the event any provision of this Contract, together with the Contract Documents, is held invalid, illegal, or unenforceable, whether in whole or in part, the remaining provisions of this Contract shall not be affected thereby and shall continue in full force and effect. If, for any reason, a court finds that any provision of this Contract is invalid, illegal, or unenforceable as written, but that by limiting such provision it would become valid, 3 Page 79 of 323 legal, and enforceable, then such provision shall be deemed to be written and shall be construed and enforced as so limited. 14. General Terms. This Contract, together with the Contract Documents, constitutes the entire agreement between the parties pertaining to the subject matter hereof. This Contract may not be modified or amended except pursuant to the mutual written agreement of the parties. This Contract is binding on the parties and the heirs, personal representatives, successor and assigns of each. Time is of the essence in the performance of the terms hereof. IN WITNESS WHEREOF, the parties have executed this Contract for Demolition and Site Clearance Services as of the date first set forth above. CITY OF WATERLOO, IOWA By: Quentin Hart, Mayor Attest: Kelly Felchle, City Clerk 4 Page 80 of 323 Demolition Services 1107 Commercial, 919-925 Commercial 613 W. 7th Street Bid Tab: May 23, 2019 Estimate: $339,500 Bidder Bid Security Bid Amount ECCO Midwest, Inc. Cedar Rapids, Iowa 5% $306,500 Zinser Company Walford, Iowa 5% $289,600 Page 81 of 323 CITY OF WATERLOO Council Communication Riverloop Public Market Fire Suppression Project. City Council Meeting: 5/28/2019 Prepared: 5/21/2019 REVIEWERS: Department Reviewer Action Date P "alining : n in.g Schroeder, Ade Rejected 1 .0 ",,,,; i PM Planning. i .ing Magee, ee, P' ' ttie P a 1 19 5:, P binning ,��.����mvi;�li���g� ���.�c��m�i�r�e� e�li�, Ark:, Approved �,,,,/ X�.� � ,,,,m�..� "�` �� /22/2 19 9.. AM �w' em:°��: ��������ce Even, �:..�e.��� .����i�m:°ov����,�. ,,,,, ATTACHMENTS: Description o notice to lila c Notice or p pos SUBJECT: Submitted by: Type Cover,.a:: Cover .M.��..�. The hearing is cancelled and will be rescheduled at a later date. Submitted By: Noel Anderson, Community Planning and Development Director Recommended Action: Approval Expenditure Required: Unknown Source of Funds: Building Maintenane Page 82 of 323 NOTICE TO BIDDERS PROJECT: RIVERLOOP PUBLIC MARKET FIRE SUPPRESSION FOR THE CITY OF WATERLOO, IOWA BID DATE/TIME: THURSDAY, MAY 23, 2019 BEFORE 1:00:00 P.M. LOCAL TIME (in accordance with the clock at City Clerk's Office) LOCATION: WATERLOO CITY CLERK'S OFFICE 715 MULBERRY ST. WATERLOO, IA 50703 Sealed proposals for the above project will be received, publicly opened and read aloud at the time and location stated above by the City Council of CITY OF WATERLOO. Copies of the plans and specifications and other contract documents are now on file and available for inspection at the above bidding location and sets for Contractors/Suppliers can be ordered through the office of Rapids Reproductions, by logging on to Rapidsrepro.com/planroom or calling 1-800-383-1223, upon the deposit of $50.00 which will be refunded to prime contractors who submit bids upon the return of the documents within seven (7) days after the receipt of the bids. A single proposal will be received for the work of the General Contractor including the work of the Mechanical Subcontractor (Plumbing, Heating, Air Conditioning and Ventilating) and the work of the Electrical Subcontractor. Subcontractors of all construction trades shall submit bids to the General Contractor covering the scope of work bid. Work of Project includes the installation of a fire suppression sprinkler and fire alarm systems at the RiverLoop Public Market located at 327 W. 3rd St., Waterloo, IA 50701, commencing June 3, 2019 and completion by June 14, 2019. Award of the contract shall be to the lowest responsible bidder based on basis bid and selected alternates and in conformance to the Bidding Documents prepared by ISG. A PRE-BID CONFERENCE for this project will be held on Wednesday, May 15, 2019 AT 2:00 p.m. at RiverLoop Public Market, 327 W. 3rd St., Waterloo, IA. Each proposal must be accompanied by a bid bond, cash deposit, Cashier's Check or a Certified Check on a solvent Bank chartered under the laws of the United States in the amount of not less than 5%, nor more than 10% of the proposal submitted therewith. Bid Security shall be made payable to the Treasurer of CITY OF WATERLOO. Should the successful bidder fail or neglect to furnish a satisfactory surety bond, refuse to enter into contract on the basis of the bid, or fail to meet the requirements of this Notice and the specifications regulating the award, the bidder's security may be retained as liquidated damages. No bidder may withdraw the proposal for a period of thirty calendar (30) days after the date and hour set for opening of bids. The work under the Contract shall be commenced immediately after execution of the Owner -Contractor Agreement and substantially completed by a mutually agreed upon date, all as set forth in contractual documents. By virtue of statutory authority, the Contractor shall give preference to Iowa Domestic Labor, products and provisions grown, and coal produced within the State of Iowa, according to the provisions of Chapter 73, Code of Iowa 2016. The right to reject any or all bids and to waive any irregularities therein is reserved by CITY OF WATERLOO. DATED AT: WATERLOO, IA 50703, this day of , 2019. BY ORDER OF: CITY OF WATERLOO BY: KELLEY FELCHLE, CITY CLERK Page 83 of 323 NOTICE OF PROPOSED PUBLIC IMPROVEMENTS Notice is hereby given, in accordance with Section 26.12 of the 2016 Code of Iowa, applicable to the City Council of the CITY OF WATERLOO. The said City Council proposes to construct RIVERLOOP PUBLIC MARKET FIRE SUPPRESSION FOR THE CITY OF WATERLOO, IOWA. Work of project includes the installation of a fire suppression sprinkler and fire alarm systems at the RiverLoop Public Market located at 327 W. 3rd St., Waterloo, IA 50701, with a cost estimate of $45,000.00. Proposed Drawings and Specifications, as well as proposed form of contract have been adopted therefore by the said Council, and copies of said construction contract documents are now on file and available for inspection at CITY OF WATERLOO. A public hearing at which any and all interested persons may appear and file objection to said proposed Drawings, Specifications, Form of Contract for, or cost of such improvements will be held as provided by law in the CITY OF WATERLOO, 715 MULBERRY STREET, WATERLOO, IA 50703. The time of the public hearing is hereby set at . M. (Local Time) on May 28, 2019. DATED AT: WATERLOO, IA 50703, this day of 2019. BY ORDER OF: CITY OF WATERLOO BY: KELLEY FELCHLE, CITY CLERK Page 84 of 323 CITY OF WATERLOO Council Communication Resolution approving a Grant Agreement with the Otto S choitz Foundation in the amount of $100,000, in conjunction with the Waterloo Skatepark Project, and authorize the Leisure Services Director to execute said document. City Council Meeting: 5/28/2019 Prepared: 5/17/2019 REVIEWERS: Department services Clerk Office Reviewer fluting, Pau] Even, 1::: (.,,Ann. ATTACHMENTS: Description CI 5 choitSkate 1. arkC] rantContract S c ho . °;. kat e P ark P r e s e ntat o n. SUBJECT: Submitted by: Recommended Action: Summary Statement: Expenditure Required: Source of Funds: Policy Issue: Background Information: Action Approved Approved. Type Cover u Cover .. Date 5/17/',( a Resolution approving a Grant Agreement with the Otto S choitz Foundation in the amount of $100,000, in conjunction with the Waterloo Skatepark Project, and authorize the Leisure Services Director to execute said document. Submitted By: Paul Huting, Leisure Services Director Recommend approval of Agreement. This contract is for a $100,000 grant from Otto S choitz Foundation directed toward a $350,000 project to construct a new Skate Park to replace the park that was heavily damaged in the flood of 2016. $75,000 of City funding match is required for this grant. The $75,000 match will be provided through City of Waterloo Capital Improvement Fund balance dedicated for park improvements. Approximately $2,000 is being raised by the C edarLo o Skatepark Association for this project. Additional grant applications have been submitted to the Wellmark Foundation and the Black Hawk County Gaming Association raise the additional required funding. This Agreement supports the City of Waterloo Strategic Plan Strategy 1.7 "Seek ways to create a live, learn, work, and play environment that attracts and retains population in Waterloo " . Leisure Services plans to replace the severely flood damaged Riverside Skatepark with a new park located near Straub Baseball Field at Lafayette St. and Park Rd. The new site will be protected by the existing flood control Page 85 of 323 levee. Page 86 of 323 Select Language V Follow Up Waterloo Skatepark Project Process: 2019 Spring Gra t Contact Info Request Documents Applicant: Mr. Mark Joseph Gallagher mark.gallagher@waterloo-ia.org 319-291-0165 300 Jefferson Waterloo, IA 50701 United States Organization: City of Waterloo/Leisure Services 42-6005327 319-291-0165 300 Jefferson Waterloo, IA 50701 United States 1,0 11) Contact Email History f your organization information does not appear correct, please contact the funder. Thank you. IMIIIMMMIMME1111111111111111111111111 LOI I21 Application I Follow Up oliMMORMIMIMMUMMOMMIMOMMIMMIAMMOMMIMMIMMIJIIIIIIIM Fields with an asterisk * are required. Terms & Conditions Project Title* Na e of Project Waterloo Skatepark Project Page 87 of 323 Amount o Awarded S 100,000.00 THIS AGREEMENT DETAILS THE RESPONSIBILITIES OF THE OTTO SCHOITZ FOUNDATION AND YOUR ORGANIZATION (GRANTEE), AND THE TERMS AND CONDITIONS OF THE GRANT. Use of Funds* The grant is to be used solely for the project as described in Grantee's proposal, including the time frame identified in the proposal. Projects must be started and completed on time and completed as presented. Any monies received under this agreement should be expended for no other purposes. Any funds not used for the specific purpose of the grant must be returned to the Otto Schoitz Foundation, unless otherwise authorized in writing by the Otto Schoitz Foundation. Grantee specifically agrees that no part of the funds received from this grant will be used to carry on propaganda, influence legislation, influence the outcome of any specific public election, or carry on, directly or indirectly, any voter registration drive. 0 I Agree To The Above Non -competition with Mercy Health Network* rl * The grant is not to be used in any manner that competes, or could reasonably be determined to appear to compete, with Wheaton Franciscan Healthcare and/or Mercy Health Network, or their affiliates, due to the arrangement by which the Otto Schoitz Foundation was formed in 2016. This restriction on competition against Wheaton Franciscan Healthcare acid/or Mercy Health Network, or their affiliates, applies to the grant funds absolutely. The restriction on competition applies to fiscal agents and fiscal sponsors and their associates even if, for example, the fiscal agent or sponsor does not necessarily directly compete against Wheaton Franciscan Healthcare and/or Mercy Health Network, or their affiliates. Any grant funds that are determined by the Otto Schoitz Foundation, in its sole discretion, to compete, or to appear to compete, with Wheaton Franciscan Healthcare and/or Mercy Health Network, or their affiliates, must be returned to the Otto Schoitz Foundation. 0 I Agree To The Above Non -Profit Status* If Grantee is a 501c3 organization, Grantee warrants and represents that its receipt of this grant will not adversely affect the grantee's status as a public charity under Section 509(a) of the Internal Revenue Code. Grantee agrees immediately to notify the Otto Schoitz Foundation, in writing, if: a. Grantee's legal or federal tax status is revoked or altered; b. Grantee has reasonable grounds to believe that its tax exempt status may be revoked or altered; or, c. Grantee has reason to believe that these grant monies cannot be or continue to be expended for the specific purposes. Page 88 of 323 In the event that Grantee loses its tax exempt status before all funds under this grant are dispensed, this grant contract will be considered null and void and all obligations of the Otto Schoitz Foundation hereunder will terminate. • I Agree To The Above • N/A, Grantee is a governmental unit Regulatory Compliance Cooperation* Grantee will cooperate with the Otto Schoitz Foundation in supplying additional information or in complying with any procedures which might be required by any governmental agency or financial audits or investigations in order for the Otto Schoitz Foundation to establish the fact that it has observed all requirements of the law with respect to this grant. Agree To The Above Reimbursable Grant* The Otto Schoitz Foundation awards reimbursable grants and therefore will reimburse the Grantee upon receipt of documentation of expense incurred after the award notification and which supports work performed and/or costs incurred up to the total grant award. The Grantee may submit for reimbursement as often as necessary using the Grant Reimbursement Form; the Foundation's preference is to disburse the grant award within 12 months of this notice. If the Foundation's reimbursement methodology presents a financial hardship for your organization or project, please contact the Otto Schoitz Foundation's Executive Director. • I Agree To The Above GrantReporting* } In addition to providing documentation of expenditure for reimbursement, Grantee agrees to submit electronic reports, if requested by Otto Schoitz Foundation, on the interim and final status of the grant. The interim and final grant reports will summarize progress on the goals and outcomes of the project. If a report is required, Grantee will receive an email notice and instructions for filing the report prior to the report due date. I Agree To The Above Recognition* The Otto Schoitz Foundation desires that all resources of Grantee be dedicated to accomplishing its philanthropic purposes. Accordingly, Grantee agrees not to recognize the Foundation, its board members or staff, or this grant with certificates, plaques, or similar mementos or provide benefits or services to such parties, unless pre -approved by the Foundation. O 1 Agree To The Above Generic Communications* In order to reduce the amount of mail the Otto Schoitz Foundation receives that is not specifically relevant to the management of this grant, the Grantee agrees to keep the Foundation off its generic marketing lists, including, but not limited to donor appeals. Page 89 of 323 At its sole discretion, the Otto Schoitz Foundation may provide a news release summarizing the grant to television, newspaper and other media. Further, the Otto Schoitz Foundation may include related information of the grant in the Foundation's annual report. • I Agree To The Above Acceptance of Terms & Conditions This grant is conditional upon Grantee's acceptance of the terms and conditions set forth herein. By selecting the "I Accept Grant Terms and Conditions below Grantee agrees to accept and comply with the stated terms and conditions of this grant. • I Accept Grant Terms and Conditions C) I Decline Grant Terms and Conditions Please note: by entering your informationnd selecting "I agree", you are: 1. Representing that you are an officer or other agent of the applicant authorized to enter into legally binding agreements on behalf of the applicant; 2. And agreeing that your insertion of information in the following fide s constitutes an electronic sig ature. Confirmation O I agree Name and Title of Individual Entering Agreement 111111111111111111 Due on 05/30/2019. INNIMININNION 1,111111.00MONNO 1101011111111111111110111MMiiiiMiNMENIENNEINIENNIMMMINIMMINIMINNIN 111111,111111111111111111111111111111.11111M011111111M11011111111.11MMNINEMMOMMINUMMNIMINEMIN Save Follow Up MIR1.1111111MUNII IN1111111 Submit Follow Up Page 90 of 323 Select Language f Follow Waterloo Skatepark Project Process: 2019 Spring Grant Contact info Request Documents 1 Applicant: Mr. Mark Joseph Gallagher mark.gallagher@waterloo-iaiorg 319-291-0165 300 Jefferson Waterloo, IA 50701 United States Organization: City of Waterloo/Leisure Services 42-6005327 319-291-0165 300 Jefferson Waterloo, IA 50701 United States WNW ( T1 CH 1 MONONEENNEREI Contact Email History 1E,IEEEE11111111 If your organization information does not appear correct, please contact the funder. Thank You, DLot EIMENEWMIMMINMEIMINME MINION,10101 )),11))11111.111111 MINUNIPPERIMI11101111111WER, MiNNEMENNOMMINUEMINNI D Application 1E1,1,1111,1,1,1,1, MEENNINIOE MUM, Document Viewer Follow Up \/ Overview Spring 2019 Grant Cycle NEMO FollowUp Packet NNIMOIMIM Question List To be considered for funiling in this cycle, your complete application is due no later than February 15, 2019. Awards are expected to be announced by the end of May. Project Title Waterloo Skatepark Project Page 91 of 323 Guiding Principles Please indicate if you have read and understand the Otto Schoitz Foundation's Guiding Principles and Approach. The Guiding Principles and Approach will give you deeper insight into the type of projects the Foundation is interested in funding. Preference is towards: • projects changing individuals and communities • meeting the needs of the vulnerable • addressing root or primary causes • ideas with evidence of success and impact • impacting Waterloo, because of the greater needs • demonstrating g a shared funding approach Yes .ry. No Organizational Information Qi - Organizational Purpose Describe the purpose of your organization. The City of Waterloo Leisure Services Commission is dedicated to improving the quality of life for all citizens by providing the best possible recreational activities, special events, facilities, and services that encourage lifelong learning, fitness and fun. The Commission strives to provide an enjoyable outdoor environment with top quality parks, preserves, golf courses, recreational trails, and a healthy urban forest resource. Q2 - Organizational structure Please identify your organizational structure. . 1 _... 501c3 as designated by the IRS } d Governmental entity, such as municipality (or department thereof) or school district Q2a - Governmental Unit Support if your organiation is a governmental unit (such as municipality or school district) OR the proposed project involves a governmental entity, please provide evidence of approval & support by the appropriate administrative body. For example, if a municipality, a copy of the city council resolution approving the project is appropriate. If a school district, a letter from the distr'ict's superintendent indicating support of the project as a high priority initiative within the district should be submitted. Schoitz resolution Sk t p r .pdf [218.3 KCB] Q2b - Board Roster Please provide a board roster, including: Page 92 of 323 • board member's name, contact information, professional affiliation and other information describing the member's affinity to your organization. • demographics (for example, ethnicity/race/gender or other pertinent demographics) Commission Members 2018 with Shoitz info..pdf [16.3 SIB] Q2c - Financial Statements Please provide the organization's most recent audited or reviewed financial statements (including the independent auditor's opinion). If your organization does not have an independent audit or review, please explain in the text area and upload the financial statements representing your most recent 12 month period. Attached is the currently available Comprehensive Annual Financial Report. City of Waterloo FVE18 CAFRShort Form.pdf [1.1 MBB] eb Assurance of No Competition - Background The Otto Schoitz Foundation was established in 2016 with an investment resulting from the transfer of Wheaton -IA hospitals/health facilities from Wheaton Franciscan Sisters to Mercy Health Network (MHN). As part of the transfer, MHN committed to continue operating the existing Wheaton hospitals/health facilities in substantially the same manner as before the transfer. Correspondingly, the Foundation's predecessors agreed to avoid using the investment in a { manner that competed with MHN hospitals/health facilities. As a result, the Foundation is particularlyattentive to,and cautious of,grant applications that are affiliated with organizations pp that may compete with MHN, including (but not limited to) all Unity Point entities & affiliates. The Foundation is not opposed to the mission or people of these organizations in any way; rather, the Foundation is focused on remaining faithful to the legal requirements ents & the spirit of the transfer agreement. Q3 - Competitive Organization This restriction on competition applies to the grant funds absolutely. The restriction on competition applies to fiscal agents and fiscal sponsors and their associates even if, for example, the fiscal agent or sponsor does not necessarily directly compete against Wheaton Franciscan Healthcare and/or Mercy Health Network, or their affiliates. Grants will not be awarded for projects determined by the Otto Schoitz Foundation, in its sole discretion, to compete, or to appear to compete, withWheaton +r n Lr r,r+i r• r Healthcare r rllr r Mercy rr i, I, -Ir l '1 Network, or their affiliates. Are you an organization or affiliated with an organization that competes with Wheaton Franciscan Healthcare and/or Mercy Health Network and their affiliates OR does the Page 93 of 323 proposed project invoke competition with these entities in any way? If so, answer Yes and do not complete this application. Yes N Project Information Please note: Several of the following questions have been pre -populated with your original Ll response. Please provide any update, if necessary. Q4 - Community Need Being Addressed Please describe the community need/issue being addressed by the proposed Project, including any supporting data you may have. Waterloo's Riverside Skatepark, located in Exchange Park, was heavily damaged by the flood of 2016 and is currently CLOSED. The skatepark was originally constructed in 2002 and was also severely damaged during the 2008 Cedar River flood. Currently Waterloo's skaters and BMX bikers do not have a facility in Waterloo to pursue their chosen recreational pursuit. Skateboarding is a good outlet for area youth, providing healthy outdoor activity in a designated public setting. Such a facility lessens the potential for damage or injury from .4 F• a t F • a - Project Description Describe the Project, addressing how funding will improve the health and wellbeing of the community. Leisure Services plans to replace the damaged Riverside skatepark with a new park located near Straub Baseball Field at Lafayette St. & Park Rd, a site protected by the flood control levee. The proposed new site is accessible to the paved recreational trail system and will benefit from parking and restrooms already at the site. Skateboarding is a good physical outlet for area youth, providing healthy outdoor activity in a public setting. It will provide a positive, fun activity choice for all, including teens not active in more traditional sports Q6 - Summarize Project Description Provide a concise summary of Project Description response. To enhance recreational options for youth by constructing a skatepark out of the floodway for greater longevity. Park design is being co -created with the Cedarloo Skateboard Association to accommodate skateboards, bikes, and sport wheelchairs. a - Focus Area Please indicate the Project's focus area: Community Betterment Page 94 of 323 Education & Development .... Environmental Improvement Health Human Services Recreation & Physical Fitness Q b -Refer nce URL If you choose to reference a website location in your application, please indicate the URL address here so that our grant evaluators can easily access. hftp://www.cityofwaterlooiowa.cominews_detail_T1 7_R255.php Q - Project Start and End Dates, The Foundation prefers projects which commence AFTER } the respective award announcement. Fall awards are announced the end of November; Spring awards are announced the end of May. We reimburse grantees for expenses incurredl : TER the awarddate and prefer to disburse all grant awards within 12 months. Grantees may submit reimbursement requests up to the amount of the award as often as necessary. If awarded, you will be asked for a progress update 90 days after the Project Start Date and a final report 30 days after the Project End Date. Please take this into consideration as you identify the project start and end date. • Project Start Date 0913012019 Project End Date 09/30/2020 Q7 - Type of Request To assist in making the choice for type of request, we use the following as genera/ definitions for each category • Capacity building — funds for initiatives that improve the grant -seeker's effectiveness, in terms of organizational and financial stability, program quality, and growth — such as professional development for the grant -seeker's staff/board members or opportunities for peer learning, networking or leadership development. • Capital funds to acquire assets such as land, building and/or equipment; renovations and/or construction projects. • Operating — funds to support the organization's overall activities and mission, including administrative expenses and overhead. • Programmatic — funds for specific project or activity tied to project -based outcomes; typically involves services that directly touch the grant -seeker's clients. 4... Capacity Building Capital • Page 95 of 323 .....: Operating Support :..: Programmatic Support Project goals and/or expected outcomes Please describe the Project's top goals and/or expected outcomes. What results do you expect to achieve? The primary goal of the project is to provide a new skatepark for area youth. A second related goal is to better meet the outdoor recreational needs of our community. A third goal is to construct a durable skatepark in a suitable location (out of the floodway) that will serve our community for many years to come. A fourth goal is to alleviate skateboarding in prohibited or unwelcome locations. Q8a - Goal and/or Outcome Measurement Please describe how the top Project goals and/or outcomes will be measured on a go -forward basis. In addition, if this Project is pre-existing, how have you historically performed against expected goals/outcomes? Please provide specifics as to past results. 1) Completion of a new skatepark in Waterloo will be the primary indicator of success since there currently is not a functional skatepark in Waterloo. 2) This park will not be routinely staffed or programmed by Leisure Services but participation at the new skatepark will be monitored periodically with the help of the Cedarloo Skateboard Association (GSA). CSA plans to organize and track activities and competitive events at the 09o Targeted population _Describe the targeted population this Project is intended to impact. The Foundation prefers projects that meet the needs of the community's vulnerable. This project is primarily targeted to positively impact children, teens and young adults in Waterloo. A new skatepark will provide a valuable, ADA accessible outdoor activity outlet for area youth, absent here since the current skatepark was destroyed in the flood of 2016, There have been outcries on social media to replace the Waterloo Skatepark. Visitors are anticipated from outside Waterloo as skateboarders and their families are known to travel some distance for events and to tour parks. Q9a - Targeted Population - Community Please identify the primary community expected to be served by the grant. The Waterloo community is defined by the applicable zip codes. Waterloo community (>90%) Predominantly Waterloo community (>50%); some other communities Page 96 of 323 Some Waterloo community (<50%); predominantly other communities ) Other communities (>90%) Q9b - Youth Indicate number of youth expected to be served. # 2500 Q9c - Adults Indicate number of adults expected to be served. 1200 Q9d - Seniors Indicate number of seniors expected to be served. 0 \/ Project Budget Please note: The Project Budget and OSF Requested Funds questions are pre -populated with your original LOI response. If an update is necessary, please contact us to discuss. Q10 - Project Budget Please indicate the proposed project budget. $ 350,000.00 Q10a - Project Budget Upload Please upload a detailed listing of the Project Budget, including both revenue sources and cost categories. You may provide an introductory text explanation as well. Attached is the estimated project budget provided by Spohn Ranch, a design firm currently under contract with Leisure Services. The $5,000 fee for their design services is being covered with City funds. WaterloolA - Cost Estimate 1.15.19.pdf (141.0K1B1 Q11 - OSF Requested funds Please indicate the total dollar amount you are requesting from the Otto Schoitz Foundation. $ 100,000.00 Page 97 of 323 Q12 0- Use of Funds Please describe how the funds you are requesting will be used. Otto Schoitz Foundation funds will be used along with City of Waterloo Capital Improvement funds and funds from multiple other area foundations and trusts to construct a new skatepark near Straub Field ball diamonds. Q12a- Partial Funding If the Otto Schoitz Foundation were to award less than your full request, please describe how the Project would and/or would not proceed. While a smaller award would be gratefully accepted, a significantly reduced award amount would likely delay the project. Waterloo Leisure Services is in need of at least 2 major sponsors to proceed with the $350,000 project. Q12b - Shared Funding Please list all other sources you are requesting funding from, the amount you are requesting and if funding has been approved. Please include general fundraising activity and in-kind services information. Please note: the Otto Scholtz Foundation prefers projects that demonstrate a shared funding approach. 1) Approximately $2,000 is being raised ($1,500 to date) through fundraising events held by the Cedarloo Skatepark Association. 2) $75,000 has been approved by the City Council for the project. 3) A pending grant application has been submitted to the Welimark Foundation in the amount of $100,000, the maximum allowed. Grant award history shows $65,000 was awarded to Dubuque for a skate park. • Sustainability We recognize that fundraising is an ongoing priority. Other than annual fundraising, please describe the strategy for sustaining the Project's positive impact within our community. The new Waterloo Skatepark will be maintained by the Leisure Services Commission. The in- house construction maintenance crew is responsible for maintaining all Waterloo park facilities including play structures. The annual parks maintenance budget includes salaries for 4 full-time and 3 part-time employees along with commodities and contractual items. A detailed operating budget is available upon request. 1/2 Page 98 of 323 Electronic Signature Please note: by entering your information and selecting "1 agree", you are: 1. Certifying, to the best of your knowledge, all information included in this Application is complete and accurate; 2. Representing that you are an officer or other agent of the applicant authorized to enter into legally binding agreements on behalf of the applicant; 3. Accepting responsibility for the project, including completion of required reports, if a grant is awarded 4. And agreeing that your insertion of information in the following fields constitutes an electronic signature. Confirmation I agree Date 02/11/2019 Name of Individual Submitting Application Paul Huting Title of Individual Submitting Application Leisure Services Director Once complete, you must submit the Application; you will receive an automated email stating the Application has been successfully submitted. IMPORTANT: The Otto Schoitz Foundation utilizes the online grants management system to generate email communication from the email address administrator@grantinterface.com. As this communication is important to your application, please ensure this address is not blocked or filtered by your email service. Further, do not send correspondence to this email address; it is not established to receive incoming messages. 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UIIIIIIIII°:IIIIIII IIIIIIIIIih,„ 1 11111111I111111111111111uuuu J 1111111111111111111 11111,11111111111111 I I I I I I I I I I I I I I I )1.111liiil, iiilllllllll 11111 11 fI Illill��10011111111111,0 i I ll�iJ 11 I I Im �yyIIIII 11 rrIIIIIIIIIIII l!I Illllllldll ud 11111111111,111 1Ii11I11111 .11111.111111111 11111111111111..111111111111 r!1!a,,,,�oiiiiiiiiigll1111111111 �111111r 'lllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll�l�lllll;;;;;;;;;;;Ili IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII lllllllliiiiiiiiiiiiiiiiillll1111jii urr r CITY OF WATERLOO Council Communication Resolution approving acceptance of a 2020 GT SB Highway Safety Grant in the amount of $59,500, for traffic safety enforcement. City Council Meeting: 5/28/2019 Prepared: 5/15/2019 REVIEWERS: Department Reviewer P ° ..ice i.) epai m ,� .t M. . y [I) ve Clerk Office I ven v ATTACHMENTS: Description 2020 Clic SUBJECT: Submitted by: Recommended Action: Summary Statement: acceptancelette, Action Date 5/15/2 : 1 41� �. Ir.)1M.. Approved,,, Approve 5/22/2( 1 ,,, 9:33 AM Type Cover M Resolution approving acceptance of a 2020 GT SB Highway Safety Grant in the amount of $59,500, for traffic safety enforcement. Submitted By: Dave Mohlis, Police Captain Authorize the City to accept the grant and the Chief of Police to sign the contract. We have received this grant for the past several years. It is through the Governors Traffic Safety Bureau for traffic safety enforcement. It provides $45,000 for targeted overtime enforcement, $1000 for training and $4500 for the purchase of a speed trailer and 9000 for two in car recording systems. Total grant $59,500. Expenditure Required: This grant requires no matching funds. Source of Funds: N/A Policy Issue: None Page 103 of 323 Kim Reynolds Governor Adam Gregg Lt. Governor May 3, 2019 Chief Daniel Trelka Waterloo Police Department 715 Mulberry Street Waterloo, IA 50703 RE: FFY 2020 GTSB Highway Safety Contract Dear Chief Trelka: Department of Public Safety Stephan K. Bayens Commissioner The Governor's Traffic. Safety Bureau is pleased to notify you that your agency's application for Section 402 federal highway safety funding has been accepted. A contract between our bureau and your agency will be effective October 1 2019, through September 30, 2020. Some requests were reduced. Your agency will receive funding as follows: Total Contract Amount Overtime for Enforcement Training Related Travel $ 59,500.00 45,000.00 1,000.00 Speed Trailer In -car Video Camera $ 4,500.00 $ 9,000.00 Information from your application will be used in your contract. Please check your agency name/ address above as well as the following and n ti us by June 1st if anything is incorrect: Contract responsibility (Article 5.2) assigned to: Contract related information (Article .0) to: Project Administrator email: leimburemnt checks payable to: Mailing address for reimbursement checks: Chief Daniel Trelka Captain Matt McGeough mcgeoughm©waterloopolice.com City of Waterloo 715 Mulberry Street, Waterloo, IA 50703 Individuals listed in Articles 5.2 and 6.0 will have signatory authority for contract -related documents. Unless contacted, we will utilize the funding elements and contract information listed above to write your contract. Equipment cannot be ordered until your agency has an effective contract signed by both parties, which is expected to be October 1, 2019. Our office encourages you to order equipment early in the contract year to maximize the benefit of your purchase. Educational Materials need to be submitted for prior approval before purchasing. If you 'have any uestions'or concerns regarding your contract, please contact us. Sincerely, Crystal Young, Grants Administrator Governor's Traffic Safety Bureau cc: Todd Olmstead file GOVERNOR'S TRAFFIC SAFETY BUREAU • 215 EAST 77H STREET • DES MOINES} IOWA 50319-0248 • 515-725-612 Integrity, Fairness, Respect, Honesty, Courage, Compassion, Service Page 104 of 323 CITY OF WATERLOO Council Communication Resolution approving a revision of the Intended Use Plan for the Dry Run Creek Interceptor Project by adding a generator at the Texas Street (Hawkeye) Lift Station to handle the additional flows, modifying original project expenses, for updating the Department of Natural Resources. City Council Meeting: 5/28/2019 Prepared: 5/21/2019 REVIEWERS: Department Waste \/. ana i` .t Clerk Office Reviewer bow l iain, brian Even, I.. eAnn ATTACHMENTS: Description o Memo to et° oo ayor an . City o m ncil CI Dry Run Creek Interceptor Project Ur alae SUBJECT: Submitted by: Recommended Action: Summary Statement: Source of Funds: Action .A .prove Approved Type Cover e .o Cove' :.. -no Date 3/2.2/ .01 ,,,,,, 10:_ 2 AM 5/22/ 01( ,,,,,, 10:3 9 A M: Resolution approving a revision of the Intended Use Plan for the Dry Run Creek Interceptor Project by adding a generator at the Texas Street (Hawkeye) Lift Station to handle the additional flows, modifying original project expenses, for updating the Department of Natural Resources. Submitted By: Brian Bowman, Waste Management Treatment Operations Supervisor Approve the resolution to revise the Intended Use Plan for he Dry Run Creek project. The update will provide for additional CRF funding. SRF funding Page 105 of 323 11111111111111111111111111111111 111111111111111111111111111111111 'SO CITY OF WATERLOO, IOWA WASTE MANAGEMENT SERVICES DEPARTMENT 3505 Easton Ave. • Waterloo, IA 50702 • (319) 291-4553 May 21, 2019 Memo to Waterloo Mayor and City Council: RE: Dry Run Creek Interceptor Project Update Background Discussion The Dry Run Creek project was originally conceived and designed in 2015. The City was issued a Consent Decree by the Environmental Protection Agency (EPA) and the State of Iowa due to Sanitary Sewer Overflows (SSOs) and sewer by passes that the City has experienced. The collection system is classified by Service Areas (SA), which total 15 SAs. The collection system and the treatment plant are operated by the City's Waste Management Services Department. SA 19 has been identified as one of the areas that requires attention due to high flow rates and the condition of the pipe in the area. Since April 2018, the project has changed in two significant aspects: 1. The City would like to install a new emergency generator for backup power at the Texas Street (Hawkeye) Lift Station (this is the lift station Dry Run Creek Interceptor will discharge to). Currently, there is no emergency generator at this site. 2. The City now anticipates greater growth in the upper Dry Run Creek catchment area. This will increase future projected flow to the lift station. The new ultimate design flow for the lift station is now designed for 2,500 GPM (3.6 MGD). Recommended Action It is recommended that the city council approve the Resolution to revise the IUP for the Dry Run Creek Interceptor Project. Page 106 of 323 AECOM May 15, 2019 Mr. Larry Bryant, PE Project Manager Iowa Department of Natural Resources 502 East 9th Street Des Moines, Iowa 50319 Subject: Dry Run Creek Interceptor Project Update AECOM #60330823 Dear Mr. Bryant: AECOM 319-232-6531 tel 501 Sycamore Street 319-232-0271 fax Suite 222 Waterloo, Iowa 50703 www.aecom.com The purpose of this letter is to provide the Iowa DNR an update on the Dry Run Creek Interceptor project in Waterloo, Iowa (S2015-0280). The project was originally conceived and designed in 2015. The City was issued a Consent Decree by the Environmental Protection Agency (EPA) and the State of Iowa due to Sanitary Sewer Overflows (SSOs) and sewer bypasses that the City has experienced. The collection system is classified by Service Areas (SA), which total 15 SAs. The collection system and the treatment plant are operated by the City's Waste Management Services Department. SA 19 has been identified as one of the areas that requires attention due to high flow rates and the condition of the pipe in the area. The following were the primary objectives of the project when it was designed in 2015: 1. To reduce the flow that is now being pumped and carried through SA 19 to reduce sewer and manhole surcharging in that area. 2. To provide sanitary sewer improvements to allow for growth in the Dry Run Creek Basin and areas to the east in southern Waterloo. Subsequent to design, the project was submitted for permitting, and a permit was issued by the Iowa DNR on November 19, 2015. A copy of the approved permit is attached with this letter. Subsequent to obtaining the permit, the City decided to request SRF funding to finance the project. An IUP Application (Exhibit 8), Facility Plan, Environmental Review Checklist (Exhibit 5), Fee Form, Section 6 (Acquisition of Property by SRF Applicants) and Schedule A were submitted by AECOM on behalf of the City of Waterloo to the Iowa DNR on May 27, 2016. The Facility Plan was approved on June 22, 2016 (see approval and Facility Plan attached). For the purposes of this letter, the design (based on this approved Facility Plan) is referred to as the "original design." An environmental review was subsequently completed which concluded with the project being granted Categorical Exclusion (attached). At that time, the project was bid -ready from a regulatory and design perspective but could not be bid as all the property acquisitions needed for the installation of the gravity sewer could not be obtained. These easements have since been acquired. The final easements needed for the project were obtained in April 2018. Page 107 of 323 AECOM Since April 2018, the project has changed in two significant aspects: Mr. Larry Bryant, PE Dry Run Creek Interceptor Project Update May 15, 2019 Page 2 1. The City would like to install a new emergency generator for backup power at the Texas Street (Hawkeye) Lift Station (this is the lift station Dry Run Creek Interceptor will discharge to). Currently, there is no emergency generator at this site. 2. The City now anticipates greater growth in the upper Dry Run Creek catchment area. This will increase future projected flow to the lift station. The new ultimate design flow for the lift station is now designed for 2,500 GPM (3.6 MGD). The City directed AECOM to revise the original design to accommodate the new flow and add the generator. Revised plans and specifications are attached with this letter that include the aforementioned changes. The following items detail the primary impacts of these changes, when compared with the original design: 1. The force main from the Dry Run Creek Pump Station was upsized from 10 inches to 12 inches. 2. The pump station is designed such that it can handle current flows using smaller pumps, while providing the City the capability of installing larger pumps in the future as the area develops. The electrical and mechanical portions of the station are designed such that the pumps can be replaced in the future without extensive electrical and mechanical works. The force main and gravity mains are sized to handle the future condition. In order to design for the current flow conditions, pumps that will be installed in the pump station shall be sized to pump 700 GPM. This flow rate would allow for the force main to maintain the required minimum 2 ft/sec scour velocity, while having the capability to handle the potential flows that can come to the pump station. 3. No changes were made to the physical size of the station from the original design. Pump stations are typically sized based on the following: a. Storage requirements which are, in turn, based on pump cycling, and b. The physical dimensions of the pumps that need to fit in the wetwell. The larger dimension governs. In the case of the original design, the physical dimensions of the pumps were the larger dimension. The revised design was checked against both parameters mentioned, and it was determined that the 12 -foot diameter wetwell is appropriately sized for the increased flow rate. 4. The gravity sewer was checked against the new flow to determine if upsizing was required. It was determined that the gravity sewer had adequate capacity to carry the increased flow. 5. The electrical design was upgraded to allow for larger horsepower pumps to be installed in the future. This includes the design of a larger generator at the Dry Run Creek site. Other electrical equipment, such as the motor control center (MCC), the automatic transfer switch (ATS), disconnects, etc., were reviewed and revised as needed to accommodate the larger future pump sizing. 6. A new 750 KW generator and associated SCADA was added to the Texas Street Lift Station. The Texas Street Lift station is a large station (three 75 HP pumps) that currently does not have any backup power. The purpose of adding the generator is to provide backup power at this station. In order to capture the history of the project and to request a revised construction permit for the project, we are attaching the following items with this letter: 1. Revised Set of Plans and Specifications 2. Revised IUP Application 3. Revised Environmental Review Checklist for Addition of Texas Street Lift Station Generator Page 108 of 323 AECOM Mr. Larry Bryant, PE Dry Run Creek Interceptor Project Update May 15, 2019 Page 3 4. Revised Schedule A (Exhibit 11A Construction Permit Application) 5. Revised Schedule D (Trunk and Interceptor Sewer) 6. Revised Schedule E (Wastewater Pump Station) 7. Fee Form and Associated $100 Fee 8. Communication with Iowa DNR Discussing Impacts of adding Texas Street Lift Station Generator 9. Original Facility Plan 10. Original Facility Plan Approval Letter Received From Iowa DNR 11. Categorical Exclusion Received From Iowa DNR Based on Original Design 12. Copy of 2015 Permit Received for the Project Please feel free to contact us should you have any questions or comments regarding this letter and its attachments. Yours sincerely, Ross A. Hillsman, PE Project Engineer AECOM ross.hillsman@aecom.com Enclosures: As Noted P:\60330823\00000000\400-Technical\406 SRF\Revised SRF May 2019\Waterloo - permitltr-05-15-19-dryruncreek (4).docx Page 109 of 323 CLEAN WATER STATE REVOLVING FUND INTENDED USE PLAN (IUP) APPLICATION Application Packet Checklist Application Packet Instructions IUP Application Form Real Property Assurance Form SRF STATE REVOLVING FUND The application for inclusion on the Clean Water State Revolving Fund (CWSRF) IUP can be submitted only when the wastewater project is at the right stage of the construction permitting process. This packet outlines the requirements of the permitting process that must be met and includes the materials and information needed to complete the IUP application. Please use the checklist and instructions to make sure your application is complete before submitting it. APPLICATION PACKET CHECKLIST A. Construction Permitting Information -- To Be Completed by Applicant For DNR Use Applicant Name City of Waterloo 1. DNR Number (e.g. W2014-#### or S2014-####) 52015-0280 Yes n No 2. DNR Project Manager Name Larry Bryant, PE Yes n No 3. Project Identification: Dry Run Creek Interceptor Yes n No n 4. Project Initiation Meeting Held (date) 03/09/16 Yes n No n 5. Flows and Loads Concurrence by DNR (date or N/A) If N/A, state reason: 11/19/15 (DNR Construction Permit Signed) Yes n No n 6. Wasteload Allocation Completed (date or N/A — see 5. above) N/A Yes n No n 7. Antidegradation Alternatives Analysis Required (if no, go to 8.) Yes ❑ No Yes No n 7a. Alternatives Analysis Approved by DNR (date or N/A) N/A Yes n No n 8. Three Copies of Certified Facility Plan Yes 11 Yes No 8a. If Already Submitted (submitted date) Certification Date: Yes n No n 9. Iowa Construction Permit Application Schedule A Yes a Yes n No n 10. Schedules F and G (if needed for the project) If N/A, state reason: No new site or additional data used. Yes ❑ N/A .1 Yes n No n For DNR Use: The Applicant has followed the DNR Wastewater Construction Permitting Process and the project is eligible to be placed on the IUP pending review of the SRF information requirements. DNR Project Manager: Date: B. State Revolving Fund Information -- To Be Completed by Applicant For SRF Use 11. IUP Application Signed Yes .1 Yes No n 12. DUNS Number Included (note: Form 4700-4 no longer required) Yes .1 Yes n No n 13. Property Assurance Form Signed Yes .1 Yes n No 14. SRF Environmental Review Checklist and Attachments Completed and Submitted Yes a Yes n No n For SRF Use: The IUP application materials are complete. The application will be placed on the IUP (IUP YearJ, (IUP Quarter) with CWSRF Number CS1920 • February 2015 DNR Form 542-1320 P:\60330823\00000000\400-Technical\406 SRF\Revised SRF May 2019\HMR2Exhibit_8_CWSRF_IUP_Application_1_dry run.doc INVESTING IN IOWA'S WATER Page 110 of 323 SRF STATE REVOLVING FUND DNR SRF Administrative Assistant: Date: CLEAN WATER STATE REVOLVING FUND INTENDED USE PLAN (IUP) APPLICATION INSTRUCTIONS ITEMS 1— 9: Wastewater Permitting The Clean Water SRF Intended Use Plan Application will only be accepted when Items 1-9 have been completed through the Wastewater Construction Permitting Process of the DNR Wastewater Engineering Section. Please refer to the Wastewater Permitting Process Manual for detailed information on these steps. 1. DNR Number (e.g. W2014-#### or S2014-####): All wastewater construction projects are assigned unique numbers for tracking by DNR. A number beginning with W and the fiscal year indicates a Work Record. A number beginning with S and the fiscal year indicates a Project. 2. DNR Project Manager Name: A project manager from the DNR Wastewater Engineering Section is assigned to each project. 3. Project Identification: A brief description of the project is required in Design Schedule A, General Information. The project description must fall under the project scope established at the project initiation meeting. An accurate description is necessary because multiple construction contracts may have the same project numbers, 4. Project Initiation Meeting Held (date): A project initiation meeting must be held with the DNR, Owner, Consulting engineer (licensed professional engineer), and other parties. 5. Flows and Loads Concurrence by DNR (date): If flows and loadings will change due to the project, the DNR Project Manager must concur with the proposed design flows and loadings prior to preparing the Facility Plan. 6. Wasteload Allocation Completed (date): If a Wasteload Allocation is required for the project, it must be received by the Owner before preparing the Facility Plan. 7. Antidegradation Alternatives Analysis Required; 7a. Alternatives Analysis Approved by DNR (date): If an antidegradation alternatives analysis is required for the project, it must be approved by the DNR Project Manager before the Owner prepares the Facility Plan. If a Facility Plan is submitted prior to DNR approval of Antidegradation Alternatives Analysis, it will not be accepted for review. 8. Three Copies of Certified Facility Plan; 8a. If Already Submitted (date) and Certification Date: After completing all applicable planning steps as discussed above, the Facility Plan may be submitted to DNR. If three copies of the Facility Plan have already been submitted, please note the date submitted and certified and do not send additional copies. INVESTING IN IOWA'S WATER February 2015 \I"V "0r 0 . '"4,vv,,va Sri. C O n DNR Form 542-1320 P:\60330823\00000000\400-Technical\406 SRF\Revised SRF May 2019\HMR2Exhibit_8_CWSRF_IUP_Application_1_dry run.doc Page 111 of 323 9. Iowa Construction Permit Application Schedule A: Design Schedule A must be certified by both the Owner and the Consulting engineer (licensed professional engineer). It is required for all wastewater projects. Schedule A must indicate that Clean Water SRF financing will be requested to be considered as part of this IUP application. 10. Schedules F and G (if needed for the project): Schedule G provides Wastewater Treatment Plant project design information and Schedule F provides site information for treatment process site selection. ITEMS 11 — 14: Clean Water SRF SRF STATE REVOLVING FUND 11. IUP Application Signed: The Intended Use Plan application must be signed by the Owner's authorized representative. 12. DUNS Number Included: The Dun and Bradstreet Number (DUNS) was collected as part of EPA 4700-4 form. That form is no longer required for SRF applicants. If the Owner does not have a DUNS number, go to http://fedgov.dnb.com/webform to request one. While loan recipients no longer have to fill out the 4700-4 form, it is important to note that they are still required to comply with Title VI of the Civil Rights Act of 1964. Title VI provides that no person in the United States shall, on the grounds of race, color, or national origin, be excluded from participation in, be denied the benefits of, or be subjected to discrimination under any program or activity receiving Federal financial assistance. 13. Property Assurance Form Signed: This form is required whether or not the Owner currently intends to purchase land using SRF funds. Land for siting treatment facilities is an eligible cost as of October 1, 2014. 14. SRF Environmental Review Checklist and Attachments Completed and Submitted: The ER checklist outlines the information needed to start the SRF ER Services. Supporting materials may be requested to document funding requests and system needs. Please include the following items with your application: • Three official copies of the Facility Plan (unless previously submitted) • Iowa Construction Permit Application Schedules A (and F and G where applicable). • Materials included in Exhibit 5: SRF Environmental Review Checklist • Real Property Assurance Form with authorized signature Application materials should be sent to: State Revolving Fund, c/o DNR Wastewater Engineering Section Iowa Department of Natural Resources 502 E. 9th Street Des Moines, IA 50319-0034 Quarterly Application Deadlines For More Information about the Clean Water SRF IUP Application, contact Patti Cale -Finnegan, 515-725-0498 or patti.cale-finnegan@dnr.iowa.gov. INVESTING IN IOWA'S WATER February 2015 a S iifi. 0 �, ,� DNR Form 542-1320 P:\60330823\00000000\400-Technical\406 SRF\Revised SRF May 2019\HMR2Exhibit_8_CWSRF_IUP_Application_1_dry run.doc Page 112 of 323 CLEAN WATER STATE REVOLVING FUND INTENDED USE PLAN (IUP) APPLICATION FORM FRF This form may be used to apply for inclusion on the project priority list of the Clean Water SRF IUP at the time a complete Facility Plan is submitted. IUPs are developed on an annual basis with quarterly updates as needed. This form is not an application for a loan. SRF loan application materials may be obtained at www.lowaSRF.com. The loan application should not be completed until after bids are received. STATE REVOLVING FUND Instructions: Complete the requested information in the following sections to the best of your ability. Please print or type the information on the form. If a particular item does not apply to your system, enter n/a for "not applicable." Attach supporting documentation as needed. Keep a copy of the completed application for your records, submit a copy to your engineer, and submit the original signed form to the following address: State Revolving Fund, c/o DNR Wastewater Engineering Section Iowa Department of Natural Resources 502 E. 9th Street Des Moines, IA 50319-0034 Section 1: Applicant and Consulting Engineer Information Applicant Name: City of Waterloo Mailing Address: 715 Mulberry Street City, State, Zip + 4 Waterloo, Iowa 50703 Authorized Representative: Quentin Hart Signature: Title: Mayor Telephone Number: 319-291-4301 E-mail: mayor@waterloo-ia.org DUNS Number: Consulting Engineer: Ross Hillsman, PE Firm: AECOM Firm Address: 501 Sycamore Street, Suite 222 City, State, Zip + 4 Waterloo, Iowa 50703 Telephone Number: 319-232-6531 E-mail: harman.mallhi@aecom.com NPDES Facility No.: 0790001 February 2015 DNR Form 542-1320 P:\60330823\00000000\400-Technical\406 SRF\Revised SRF May 2019\HMR2Exhibit_8_CWSRF_IUP_Application_1_dry run.doc INVESTING IN IOWA'S WATER Page 113 of 323 Section 2: Project Schedule Anticipated final plans and specifications submittal date: May 2019 Anticipated construction start date: August 2019 Section 3: Brief Project Summary (Attach additional pages if necessary.) Describe the reasons or the needs for the proposed project: (i.e. specific water quality problem or system improvement) The city was issued a Consent Decree by the Environmental Protection Agency (EPA) and the State of Iowa due to Sanitary Sewer Overflows (SSOs) and sewer bypasses that the city has experienced. The collection system is classified by Service Areas (SA). There are a total of 15 SAs. The collection system and the treatment plant are operated by the city's Waste Management Services Department. SA 19 has been identified as one of the areas that require attention due to high flow rates and the condition of the pipe in the area. The following are the primary objectives of the project: 1. To reduce the flow that is now being pumped and carried through SA 19 to reduce sewer and manhole surcharging in that area. 2. To provide sanitary sewer improvements to allow for growth in the Dry Run Creek Basin and areas to the east in southern Waterloo. Additionally the project will include the addition of a new 750 KW generator at the Texas St. Lift station. Describe the scope of the proposed project: (i.e., specific solution to the water quality problem, or proposed system improvement) A new lift station, force main and gravity sewer are proposed to address the objectives listed above. The new lift station will be located at the location of an existing lift station (Tower Park Lift Station). Tower Park Lift Station currently pumps into SA 19 and is undersized to address future needs. The new lift station is sized at a 12 -foot diameter and approximately ^' 27 feet deep, with the conventional valve vault and flow meter pit. A new generator will also be installed at the Texas St. Lift station site where the gravity sewer from this project discharges to. Which other funding programs are you considering to assist in completion of this project? Check all that apply: Community Development Block Grant (CDBG) Rural Development Grant and/or Loan Reserve Funds ❑ Other: Compliance Status Has been referred to the Iowa Attorney General ❑ Has received administrative order from DNR Under compliance schedule in the NPDES permit /1 Other: City is under a Consent Decree by the EPA and the State of Iowa Section 4: Project Environmental Outcomes Primary Impacted Waterbody NHD Reach Code: Cedar River Designated Surface Water Uses (e.g. Al, BWW): Al, Class B (WW1), Class HH Project Will Contribute to Water Quality... (check one) Improvement a Maintenance Not Applicable Project Will Allow the System to... (check one) Achieve Compliance a Maintain Compliance Not Applicable Project Will Allow the System to Address...(check all that apply) /1 Existing TMDL Projected TMDL Watershed Management Plan February 2015 P:\60330823\00000000\400-Technical\406 SRF\Revised SRF May 2019\HMR2Exhibit_8_CWSRF_IUP_Application_1_dry run.doc Page 114 of 323 Section 5: Project Cost Cost Category Estimated Total Cost in $ Name of Contact Person: Legal Expenses Mailing Address: $43,000 Land and Easements + Telephone Number: Engineering Planning Fees + kcooper@ahlerslaw.com Engineering Design Fees + Engineering Construction Fees + $438,000 Construction + $4,300,000 Equipment + Other: + Other: + PROJECT SUBTOTAL = $4,781,000 Contingencies + $430,000 Planning and design loan proceeds, if rolling into construction loan + Less Any Funds Requested from Other Sources - LOAN SUBTOTAL = $5,211,000 Loan Initiation Fee (Loan Subtotal x .005) + $26,055 TOTAL IUP REQUEST (Round to the nearest $1,000) = $5,237,055 Section 6: Consultants Bond Counsel Firm: Ahlers Cooney Name of Contact Person: Kristin Billingsley Cooper Mailing Address: 100 Court Avenue, Suite 600 City, State, and Zip: Des Moines, Iowa 50309-2231 Telephone Number: 515-246-0330 Email Address: kcooper@ahlerslaw.com Municipal Advisor Firm: Speer Financial, Inc. Name of Contact Person: Maggie J. Burger Mailing Address: 531 Commercial Street, Suite 608 City, State, and Zip: Waterloo, Iowa 50701 Telephone Number: 319-291-2077 Email Address: mburger@speerfinancial. com Please provide these contacts if known at the time of application. The requirement to engage a Municipal (Financial) Advisor is new to SRF for projects starting in fiscal year 2015. February 2015 P:\60330823\00000000\400-Technical\406 SRF\Revised SRF May 2019\HMR2Exhibit_8_CWSRF_IUP_Application_1_dry run.doc Page 115 of 323 Section 7: Acquisition of Property by SRF Applicants U.S. ENVIRONMENTAL PROTECTION AGENCY ASSURANCE WITH RESPECT TO REAL PROPERTY ACQUISITION OF TITLE III OF THE UNIFORM RELOCATION ASSISTANCE AND REAL PROPERTY ACQUISITION POLICIES ACT OF 1970 AS AMENDED The City of Waterloo (Applicant) hereby assures that it has authority under applicable State and local law to comply with Section 213 of the Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970, Public Law 91-646, 84 Stat. 1894 (42 U.S.C. 4601) as amended by the Surface Transportation and Uniform Relocation Assistance Act of 1987, Title IV of Public Law 100-17, 101 Stat. 246-256 (42 U.S.C. 4601 note) and 49 CFR 1.48(cc); and certifies, assures and agrees that, notwithstanding any other provision set forth in the application: 1. For projects resulting in the displacement of any person: a. It will adequately inform the public of the relocation payments and services which will be available as set forth in Subparts A, C, D and E of 49 CFR 24. b. It will provide fair and reasonable relocation payments to displaced persons as required by Subparts D and E of 49 CFR 24. c. It will provide a relocation assistance program for displaced persons offering services described in Subpart C of 49 CFR 24. d. Comparable replacement dwellings will be available pursuant to Subpart F of 49 CFR 24, or provided if necessary, a reasonable period in advance of the time any person is displaced. e. In acquiring real property, it will provide at least 90 days written notice to each lawful occupant of real property acquired, stating the date such occupant is required to move from a dwelling or to move his business or farm operation. 2. For projects resulting in the acquisition of real property: a. It will fully comply with the requirements of Subpart B of 49 CFR 24. b. It will adequately inform the public of the acquisition policies, requirements and payments which apply to the project. c. It will make every effort to acquire real property expeditiously through negotiation. d. Before the initiation of negotiations it will have the real property appraised and give the owner or his representative an opportunity to accompany the appraiser during inspection of the property, except as provided in 49 CFR 24.102(c)(2). e. Before the initiation of negotiations it will establish an amount which it believes to be just compensation for the real property, and make a prompt offer to acquire the property for that amount; and at the same time it will provide the owner a written statement of the basis for such amount in accordance with 49 CFR 24.102. f. Before requiring any owner to surrender possession of real property it will pay the agreed purchase price; or deposit with the court, for the benefit of the owner, an amount not less than the approved appraisal of the fair market value of the property; or pay the amount of the award of compensation in a condemnation proceeding for the property. February 2015 P:\60330823\00000000\400-Technical\406 SRF\Revised SRF May 2019\HMR2Exhibit_8_CWSRF_IUP_Application_1_dry run.doc Page 116 of 323 g. If interest in real property is to be acquired by exercise of the power of eminent domain, it will institute formal condemnation proceedings and not intentionally make it necessary for an owner to institute legal proceedings to prove the fact of the taking of this real property; and h. It will offer to acquire the entire property, if acquisition of only part of a property would leave its owner with an uneconomic remnant. References to 49 CFR are citations to Title 49, Code of Federal Regulations, Part 24, published in the Federal Register Vol. 54, No. 40, March 2, 1989. This document is hereby made part of and incorporated in any contract or agreement, or any supplements and amendments thereto, relating to the above -identified application and shall be deemed to supersede any provision therein to the extent that such provisions conflict with the assurances or agreements provided therein. City of Waterloo (Legal Name of Applicant) By (Signature of Authorized Representative) (Date) February 2015 P:\60330823\00000000\400-Technical\406 SRF\Revised SRF May 2019\HMR2Exhibit_8_CWSRF_IUP_Application_1_dry run.doc Page 117 of 323 SRF Environmental Review Checklist The following checklist outlines the information needed to start the SRF Environmental Review (ER) Services. Please provide the following to: State Revolving Fund, Iowa Department of Natural Resources, 502 E 9th St, Des Moines IA 50319-0034. ✓ Other federal funding sources that will be used for the proposed project. (Check ALL that apply) n No other federal funding sources are planned. n CDBG • What amount was requested? $ SRF STATE REVOLVING FUND • Has the funding amount been awarded? Yes ❑ No • Who is preparing the environmental review documents for this funding source? Please provide contact information. ❑ USDA -RD • What amount was requested? • Has the funding amount been awarded? Yes ❑ No • Who is preparing the environmental review documents for this funding source? Please provide contact information. n Other: Please specify program • What amount was requested? • Has the funding amount been awarded? Yes ❑ No • Who is preparing the environmental review documents for this funding source? Please provide contact information. ✓ The anticipated construction start date for the proposed project. (Check ALL that apply) Ti The anticipated construction start date on the current IUP application is correct. n The anticipated construction start date has changed from the date listed in the IUP application. • What is the new anticipated construction start date for the project? n The proposed project schedule is dependent on other funding source(s). • Will the construction start date be delayed if other funding is not awarded? n Yes n No Ti The proposed project schedule is dependent on an existing compliance schedule. • What is the construction start date listed in the compliance schedule? ✓ A description of the current project scope including: what is proposed to be constructed, specific construction methods that will be used, estimated dimensions (length, width, depth) of excavated areas and the proposed construction schedule if construction will be phased. The majority of this project has already been issued a categorical exclusion. The purpose of this Environmental Review is to allow for the construction of a generator at the Texas St. Lift Station. The generator pad is anticipated to be installed within the previously disturbed pump station site and is sized at 21' L X 12'W X 1' H. July 2016 Page 1of3 INVESTING IN IOWA'S WATER www.iowasrf.com PSOU°11 a"c16323 ✓ Indicate if any of the following ancillary impacts will result from the proposed project. (Check ALL that apply) Ti Abandonment or demolition (partial or entire) of existing building/structures Ti Borrow pits n Staging areas for equipment and materials n Temporary and/or permanent easement areas n Pavement replacement (street, driveway, sidewalk) n New access for roads/utility lines ✓ A recent aerial map with the marked boundaries of the project area. The map should also include labeled location(s) of all proposed construction boundaries (include any ancillary impacts listed above as applicable). If a specific area has yet to be defined, please mark a larger area that will include the final project area. Ti A copy of the project area map is included. • What is the approximate size of the total project area? acres • How much of the total project area will be impacted by ground -disturbing (excavation, grading, tree removal, etc.) construction activity? acres ✓ Photos with a descriptive caption (include location & direction) of the project area showing current land use and habitat. Ti Photos with captions are included (digital files are preferred). ✓ Indicate which of the following impacts are anticipated as a result of the proposed project. (Check ALL that apply) n Demolition, abandonment or rehabilitation of any building/structure over 50 years old. Picture(s) showing the interior and exterior facade of the building/structure should be provided. Provide the following information for each building/structure over 50 years old that will be impacted. • What year was the building/structure originally constructed? If the exact year is unknown, provide an estimate. • What material(s) is the building/structure made of? • Have any additions or substantial alterations to the building/structure occurred? If so, describe what was done and when. n Brick sewers or street surfaces will be disturbed by construction activity. • Has a historic context (including Iowa Site Inventory Forms) been prepared for the brick sewers/street surfaces? ❑ Yes ❑ No • Describe any planned steps to minimize adverse effect to the brick sewers/streets. n Existing prairie will be disturbed by construction activity. • How much prairie will be disturbed? acres • Has a floral study been conducted of the prairie area? n Yes n No • Describe any planned steps to minimize adverse effect to the prairie. Ti Trees (greater than 4" diameter breast height) will be removed. • Will tree removal occur between October 1 and March 31 to avoid impacting federally threatened or endangered bat species during the summer maternity period? n Yes n No July 2016 Page 2 of 3 INVESTING IN IOWA'S WATER www.iowasrf.com PSOU°ilFa19323 Ti Wetlands will be disturbed by construction activity. • How much of the wetland area will be permanently impacted? acres • Has a Joint Application been submitted to determine permit requirements? Ti Yes n No n Planned stream/creek crossings. • What construction method(s) are planned for the crossing? • Will excavation activity take place to the bed, bank of the stream/creek? n Yes n No • Has a Joint Application been submitted to determine permit requirements? n Yes n No Ti Planned work within a mapped 100 -year flood plain. • What construction activity is planned within the flood plain? • If ground disturbance will occur, will pre -construction contours be restored after construction activity is completed? ❑ Yes ❑ No • Has a Joint Application been submitted to determine permit requirements? ❑ Yes ❑ No n Planned work within state or federal owned and/or managed land. • What construction activity is planned within state/federal land? • Has a Joint Application been submitted to determine permit requirements? ❑ Yes ❑ No n Farmland will be permanently converted to non-agricultural uses. • What is the total size of the farm unit(s) that contains the project area? acres • How much of the project area has been farmed (managed for a scheduled harvest or timber activity) more than 5 of the last 10 years? acres • How much of the project area will be converted from agricultural use as a result of the proposed project? acres ✓ Landowner permission is required for archaeological survey on private property, if needed. *Please note that archaeological survey will not begin until this permission is obtained. n Yes, landowner permission has been obtained (documentation is provided). • Does the landowner(s) have any specific requests or requirements for archeological work to be conducted (for example, before/after harvest)? acres n No, landowner permission has not been obtained at this time. • When is landowner permission anticipated to be obtained? July 2016 Page 3 of 3 INVESTING IN IOWA'S WATER www.iowasrf.com PSOU1.2013d168323 3,0 NHD N. NOIld121.3a A321 IN00,001YMMM LLZO'ZEZ'91,9 3 l£59'Z£Z'9151 GN`d NV1d 3115 L646 VOLOS enrol `ooUaleM NOIlV1S 1U11 133H1S SVX31 ZZZ a2InS `2aaa1S aaowea/S l04 wov VMOI '00-1H31VM d0 A1I0 LL8 'ON 1OtHINOO Allo HOld3OHalN1 )13320 NflH Alia 61OZ Ad z 5 Nna AHO ..G-.6 133a1S SHX31r0 Z6 z a 0. LL' 0 U ► I-1 :III= I-' I I' r , z 0 i= W W a H W 0 0 4 0. re 0 a W Z W of 0012+�'M Looking East Over Proposed Generator Location at Texas Street Lift Station loo ""10'4, 1111111 Looking Northeast Over Proposed Generator Location Page 122 of 323 • m",,', ^"°n I rvY uU4llll i u 11 �aw,mioim1uNNV'.n, Looking Southeast Over Proposed Generator Location at Texas Street Lift Station Page 123 of 323 Exhibit 11A Iowa Department of Natural Resources Wastewater Section Construction Permit Application SCHEDULE A, Construction Permit Application APPLICANT Owner: City of Waterloo, Iowa ENGINEER Firm: AECOM Address: 715 Mulberry Street, Waterloo, Iowa 50703 Address: 501 Sycamore St., Ste. 222, Waterloo, Iowa 50703 Representative: Steve Hoambrecker Project Officer: Ross Hillsman, PE Phone Number: 319-291-4553 Phone Number: 319-231-6531 Email . steven.hoambrecker@waterloo-ia.org Email: ross.hillsman@aecom.com Project Identification: Dry Run Creek Interceptor Estimated Start Date*: Fall 2019 Estimated Completion Date: Fall 2020 PLEASE RESPOND TO ALL QUESTIONS 1. Has an engineering report, facilities plan or other information previously been submitted for this project? If Yes: Project Identity: S2015-0280 Date Submitted: May 27, 2016 2. Does the project and construction permit application, as submitted, follow the recommendations, design loadings, construction schedule, permit limits, and conclusions of the approved engineering report or facilities plan? If No: Provide the design basis and technical information justifying all changes. 3. Are there three complete sets of plans and specifications accompanying this application? Yes No E El El E ® El For a minor gravity sewer extension within the meaning of 455B.183.3 Code of Iowa and Design Standard 11.1, two complete sets will be adequate for expeditious approval. For more complex projects, three sets of plans and specifications may be requested. 4. Are approved standard specifications a part of this application? El El If Yes: Approved Standard Specifications of (municipality or firm): SUDAS 2019 Edition Date Approved: 5. Does each set of plans and specifications or engineering report accompanying this application contain a ® El "professional engineering seal" executed in conformance with 5426.16, Code of Iowa? If No: Processing will be delayed pending receipt of applicable design schedules and certified plans, specifications or engineering report. 6. Is this a joint wastewater and water supply project? If Yes: A construction permit application for the water supply project should be submitted separately to the Water Supply Section. A Water Supply permit fee may be required. 7. Is the applicant to provide treatment of effluent resulting from this construction? El El If No: A Sewage Treatment Agreement executed by the authority providing treatment must accompany this form. 8. Is a new or amended operation permit necessary to use the facilities described in this application? ❑El If Yes: A new or amended permit to operate may be requested prior to the receipt of a construction permit. 9. Is any waterline located within 10 feet; or any private or public well, lake, or public recreation area located within 400 feet of the proposed construction? If Yes: Identify and locate the facility(ies) relative to the proposed construction. 10. Will construction inspection be conducted by a licensed engineer employed by the applicant? ® El If No: Name of Engineering Firm Conducting Inspection: 11. Will this project utilize CWSRF loan funds? El El El E El E CERTIFICATION APPLICANT ENGINEER I certify that I am the authorized representative of the owner and state that I certify that all aspects of the design included in this application conform to the project identified above is approved by the owner. applicable standards contained in Chapter 567 IAC 64, or that an explanation and justification for any proposed variations from such standards is attached. I am familiar with the information contained in this application and, to the best of my knowledge, such information is complete and accurate. Signature Date Signature ss„ \ .... Date 5/15/2019 9 9 *Estimated Construction Start Date: Complete applications must be submitted at least 120 days in advance of the date for starting construction in accordance with Rules 567 IAC 60.4 and 64.2 Please complete the Schedule Checklist on the following page of this form. 04/2016 cmc P:\60330823\00000000\400-Technical\406 SRF\Revised SRF May 2019\Schedule A-051519-dryrun.docx DNR Form 542-3129; 28A Page 124 of 323 DOCUMENT CHECKLIST Identify all categories included in this project. Also, identify schedules attached to this application. Included in Schedule Title Attached Project Submittal Date B Collection System ❑ ❑ C Lateral Sewer Extension ❑ ❑ D Trunk & Interceptor Sewer ❑ E Wastewater Pump Station ❑ F Treatment Project Site Selection ❑ ❑ G Treatment Project Design Data ❑ ❑ H1 Schematic Flow Diagram ❑ ❑ H2 Treatment Process Loading and Removal Efficiency ❑ ❑ H3 Mechanical Plant Reliability ❑ ❑ I Screening, Grit Removal and Flow Measurement ❑ ❑ J Septic Tank System ❑ ❑ K1 Controlled Discharge Pond ❑ ❑ K2 Aerated Pond ❑ ❑ K3 Anaerobic Lagoon ❑ ❑ L Setting Tanks ❑ ❑ M Fixed Film Reactor -Stationary Media ❑ ❑ N Rotating Biological Contactor ❑ ❑ O Aeration Tanks or Basins ❑ ❑ P Gas Chlorination ❑ ❑ Q Sludge Digestion and Holding ❑ ❑ R1 Sludge Dewatering and Disposal ❑ ❑ R2 (A&B) Low Rate Land Application of Sludge ❑ ❑ R3 Land Application of Sewage Sludge (To be developed) ❑ ❑ S Land Application of Wastewater (To be developed) ❑ ❑ Sewage Treatment Agreement ❑ ❑ Identify any categories included in this project which are not provided in the above list of schedules. 04/2016 cmc P:\60330823\00000000\400-Technical\406 SRF\Revised SRF May 2019\Schedule A-051519-dryrun.docx DNR Form 542-3129; 28A Page 125 of 323 Iowa Department of Natural Resources Wastewater Section Construction Permit Application SCHEDULE D, Trunk & Interceptor Sewer DNR USE ONLY Project No. Permit No. Date Prepared 09/30/15 Date Revised 05/15/19 Project Identity Dry Run Creek Interceptor, Waterloo, IA 1. Design of Reach Above A. Manhole Number Initial area- acres Ultimate area- acres Initial- BOD5, #/day Initial PHWW flow- MGD Design PHWW flow- MGD Ultimate PHWW flow- MGD B. Critical section of reach Pipe diameter- inches Slope- % Carrying capacity- MGD 2. Pipe Diameter- inches Material Joint Maximum Manhole Space- feet Total Length- feet MH28 MH16 MH8 100 100 100 1540 1410 1270 1240 1103 978 0.07 0.07 0.07 3.25 3.09 2.95 MH23 MH15 MH7 24 24 24 0.23 0.284 0.722 8.1 9 5.8 24 18 PVC PVC ASTM D3212 ASTM D3212 400 400 3420 2458 3. Construction specifications (indicate ASTM Number or other standard included in the specifications). A. Bedding class SUDAS 3010 B. Pipe laying SUDAS 4010 C. Compaction SUDAS 3010 D. Manhole SUDAS 6010 E. Specified maximum infiltration/exfiltration rate See Facility Plan F. Infiltration/exfiltration test procedures SUDAS 4060 GPDPMPI G. Alignment & grade test procedures (1) During construction Stake & batterboard SUDAS 4060 and 4010 Laser (2) After construction Lamping Other H. Deflection test procedures SUDAS 4060 4. Are detailed manhole drawings included: ❑ Yes z No Typical frame and cover assembly SUDAS 6010 Are manhole covers nonvented: ❑ Yes n No Manhole diameter in. Manhole opening diameter SUDAS 6010 In Material Concrete 5. Minimum sewer & water main separation: Horizontal 10 Are specifications included? Yes ft. Vertical 18 in. 6. Stream, road, or railroad crossing protection Directional Drilling - Multiple Locations Are specifications included? SUDAS 3020 11/2015 cmc °x' 54 z�9bt2a23 Iowa Department of Natural Resources Wastewater Section Construction Permit Application SCHEDULE E, Wastewater Pump Station DNR USE ONLY Project No. Permit No. Date Prepared September 30, 2015 Date Revised May 15, 2019 Project Identity Dry Run Creek Interceptor, Waterloo, IA 1. Design Basis Residential Service Area Population PHDW Flow Industrial Service Area PHDW Flow Other PHDW Flow Peak Hourly Infiltration Peak Hourly inflow Total PHDW Flow Total PHWW Flow 2. Provide pump information Initial 0.06 0.35 Acres Persons MGD Acres MGD Acres MGD MGD MGD MGD MGD Design Year (2039) 3.6 Acres Persons MGD Acres MGD Acres MGD MGD MGD MGD MGD PumpOpening Type ype (in) HP Capacity (GPM) TDH (ft.) Operating Level Computed Rated On Off 1 Submersible 3 15 700 45 886 884 2 Submersible 3 15 700 45 886 884 3 Submersible 3 15 700 45 886 884 4 5 Sump Are pumps specified as being capable of passing three-inch diameter spheres? Can remaining pumps handle PHWW flow with largest pump out of service? NA-VFD 3. Wet -well effective volume Operated gallons Maximum retention time Initial flow Design flow Yes ❑ No Yes Ei No minutes minutes 4. Is forced air ventilation specified? n Yes ® No Continuous: Wet -well Dry -well Intermittent: Wet -well Dry -well Dry -well Air changes/hour Dry -well Air changes/hour Are spark -proof materials specified? El Yes ❑ No 5. Force main: Is profile of force main provided? ® Yes n No Size 12 in Length 2678 ft Detention time at ADW design flow 0.37 hours Pipe material PVC Joint Push on and integral retrained Minimum cover 6 ft Minimum velocity 2 fps Number of high points 1 Are air relief valves provided? ® Yes n No Number of thrust blocks provided 3 At location(s) Fitting elbows Is pressure test specified? ® Yes ❑ No Does installation conform to AWWA C600? ® Yes ❑ No If no, explain 6. Are valves provided on the suction & discharge lines? ® Yes ❑ No Type: Discharge Plug Suction 7. Is an alarm system provided? ® Yes ❑ No Type Indicate where audio/visual warning signals will be located 8. Method of pump control Submersible Level Transducer 9. Are the pumps protected from clogging? ® Yes n No Method of cleaning Manual Cleaning of Trash Basket Method of pump removal Hoist Are lifting hook/arms provided? ❑ Yes ❑ No 10. Are permanent emergency piping bypass connections provided? ® Yes ❑ No Is an emergency power supply available? ® Yes n No Describe station operation in an emergency (equipment, piping, bypass, etc.) Emergency Power GeneratBdge 127 of 32 11/2015 cmc DNR Form 542-3098; 28E 3 11. Is the wastewater pump station located in a floodplain? ® Yes ® No Elevation of 100 year flood (MSL) Elevation of 25 year flood(MSL) 11/2015 cmc Page 128 of 323 DNR Form 542-3098; 28E IOWA DEPARTMENT OF NATURAL RESOURCES Wastewater Disposal System Construction Permit Application Fee Form CASHIER'S USE ONLY 0945-542-N PDE -CP -0570 32-3202 Owner Owner Name: City of Waterloo, IA Address: 715 Mulberry St. City, State, Zip: Waterloo, IA, 50703 Project Identification: Dry Run Creek Interceptor ® $100 Fee enclosed Please sign and return this form with a check or money order payable to "Iowa Department of Natural Resources". Place it and the check or money order on top of other Construction Permit Application documents. Effective beginning July 1, 2006, Applications for Construction Permits for wastewater disposal systems required by Iowa Code 4556.173 and rules in Iowa Administrative Code 567 IAC 64, must be accompanied by the fee required by Iowa Code 455B.197 and Iowa Administrative Code 567 IAC 64.16(3)"c". The fee is $100 for each application, regardless of project size and project type including sanitary sewers, pump stations, treatment units or a combination thereof. The fee shall be submitted with the certified engineering documents necessary to apply for a construction permit (plans, specifications and related application schedules A, F, and G as well as the appropriate schedules indentified on page 2 of Schedule A). The construction permitting process is initiated as planning for construction begins. Planning coordination and submittal of preliminary engineering reports or facility plans precedes submittal of technical documents necessary to constitute a construction permit application. The application fee is not necessary when submitting a planning document but must accompany construction permit application documents. A fee should accompany each permit application received on or after July 1, 2006. Failure to submit a fee with the application may delay the processing of a construction permit. If you have any questions regarding the application fee, please contact Donna Gomm at 515-725-8427 or Donna.Gomm@dnr.iowa.gov Signature of Owner or Representative: Printed Name: Telephone or email contact: Mail to: Iowa Department of Natural Resources Wastewater Engineering Section 502 East 9th Street Des Moines, IA 50319-0034 11/2014 cmc DNR Form 542-1245 Page 129 of 323 From: Melissa Schlickbernd <melissa.schlickbernd@dn .'o a.gov> Sent: Thursday, July 12, 2018 10:31 AM To: Mallhi, Harman Subject: Re: Waterloo Dry Run Creek Interceptor Project - Additional Generator Attachments: image003.png Harman, You could bid the project and start construction on the portion of the project that has the ER completed and construction permit issued (everything but the additional generator). The generator could even be purchased and stored but no site work for the new generator can be started and no SRF reimbursement for the generator work will be issued until a construction permit is issued for the generator AND the ER is completed for the generator. The City needs to know though that there is always a risk that they are taking on if something falls through with the ER for the generator and that portion of the project cannot be cleared or something. I would assume that risk is small in this instance since the site where the generator is being placed is already previously disturbed ground but none the less there is still a risk. Hope this helps answer your question. Thanks, Melissa On Thu Melissa, u 06' a rtme t !. G 725-8 F do t�ral of ie t I Engi 0 sources 502 . 9th Stw, Des les, IA 2, 2018 �.m : atMallhi,�z.in Harman ®.M' ii ... .owrote: n l( the i rrh c n. We will he , in the a r n f the c rn nts r mil g thU t W cnllV n t l i tl tc project p r he A,,,.X eung i s e r the CR bei . . . t v," p s I° t b. 1 project an then n t 11.1w cns cti�:. u.l tl e ner t r p r cr .0 is �. I the r �,t �I tl ity >»�,fl k t his as we s m r � �.� � u�.� c � u � u � 1��� r�..v, c �: e ®� u�.��� st c u �� � i ��.:�� �u�� s �� ���� 'Thai l" k ep yo d . Arn l correct i n cnpiete)4 � 11 tier w r till the CX is s 1, but let the rt l' k i n - n v i s e s c e Page 130 of 323 Harman Mal!hi, PE Water/Wastewater Engineer D +1-(204)928-8490 C +1-(204)430-2540 AECOM 99 Commerce Drive Winnipeg, MB, R3P 0Y7, Canada T +1-(204)477-5381 Imagine it. Delivered. C2 7 Time Inc. Used under license.. From: [ ; mm I �� I i I i � �� r ����� �� 1� n i c Melissa 5 c h l i c k b e r n mai to �i�� � ����m ���� �i�� � �� mm mmm ....................................... w Sent: Thursday, July 12, 2018 10:13 AM To: Mallhi, Harman n < i rmani''° a e ,111A > Subject: Waterloo Dry Run Creek Interceptor Project - Additional Generator Harman, V" Per your phone call you stated that the City would ike to add a emergency generator to the cur ent Dry Run Creek interceptor project. Since this is going to be funded through an SRF loan the following will need to be done to make this revision to the project: - The Facility Plan needs to be amended to include in the scope the additional generator. To do this all I need 's a brief Facility Plan Amendment letter stating that you'd like to add the generator and why. I will then review and send an approval letter out. - The Environmental Review that has already been done for this project does not include the site where the additional generator will be installed, therefore another Environmental Review needs to be completed. You will need to sub t a completed Exhibit 5 with a map showing the location of the site where the new genera or 2 Page 131 of 323 is going to be installed. This will be the step that will take the longest. More than likely a CX will be issued for this additional ER but it could still take from 60-120 days to get it all completed. - A revised IUP application is also needed so that the scope will include the additional generator and then you can revise the costs if needed also. Please submit all these things to my attention and I will get the parts to the appropriate people. Let me know if you have any questions as you get these things completed. Thanks, Melissa 115""1"31 SC iC 1111 , E Eflvrovn nentaI Engineer I, Depart.me, t of Natural Resources P 515-725-8.24 F 515, '1,125,,- 201. 502 E. th St, Des I\ (1.)Y Ines, sr 9 Page 132 of 323 From: Sent: To: Subject: Harman, Melissa Schlickbernd <melissa.schlickbernd@dnriowa.gov> Thursday, July 12, 2018 10:13 AM Mallhi, Harman Waterloo Dry Run Creek Interceptor Project - Additional Generator Per your phone call you stated that the City would like to add a emergency generator to the current Dry Run Creek Interceptor project. Since this is going to be funded through an SRF loan the following will need to be done to make this revision to the project: - The Facility Plan needs to be amended to include in the scope the additional generator. To do this all I need is a brief Facility Plan Amendment letter stating that you'd like to add the generator and why. I will then review and send an approval letter out. - The Environmental Review that has already been done for this project does not include the site where the additional generator will be installed, therefore another Environmental Review needs to be completed. You will need to sub 't a completed Exhibit 5 with a map showing the location of the site where the new generator is going to be installed. This will be the step that will take the longest. More than likely a CX will be issued for this additional ER but it could still take from 60-120 days to get it all completed. - A revised IUP application is also needed so that the scope will include the additional generator and then you can revise the costs if needed also. Please sub t all these things to my attention and I will get the parts to the appropriate people. Let me know if you have any questions as you get these things completed. Thanks, Melissa a De 515-72f-8 ----------- WWW.i E v1ronmevta Engieer eso orces 201 502 F. h St, Des Mohes, A o Page 133 of 323 Preliminary Engineering Report Dry Run Creek Interceptor City of Waterloo, Iowa Prepared For: City of Waterloo 715 Mulberry Street Waterloo, Iowa 50703 Prepared By: AECOM 501 Sycamore Street, Suite 222 P.O. Box 1497 Waterloo, Iowa 50704-1497 May 2016 11.11.11117, CO" Page 134 of 323 PRELIMINARY ENGINEERING REPORT DRY RUN CREEK INTERCEPTOR CITY OF WATERLOO, IOWA PREPARED FOR: CITY OF WATERLOO, IOWA PREPARED BY: AECOM MAY 2016 Page 135 of 323 CERTIFICATION DRY RUN CREEK INTERCEPTOR CITY OF WATERLOO, IOWA MAY 2016 . if _ E t_ s.IYI. ;i1"1"r'f'l+i,,,,, # E, 14 ` ,, •'' ''•.''-. to . HARMANJIT MALL H I _ • 20806�,V \'• . /# ....... a.** %,,, {f /0 w ,,, 11fir�1rrirl�tii�1 I hereby certify that this engineering document was prepared by me or under my direct personal supervision and that I am a duly licensed Professional Engineer under the laws of the state of Iowa. g 1 f� m. May27 2016 HARMANJIT MAL Jp' HI, PE License No. 20806 Date My license renewal date is December 31, 2016. Pages or sheets covered by this seal: ALL Date Issued: Page 136 of 323 Preliminary Engineering Report Dry Run Creek Interceptor City of Waterloo, Iowa TABLE OF CONTENTS EXECUTIVE SUMMARY 1 INTRODUCTION 2 PURPOSE 2 SCOPE 2 EXISTING CONDITIONS AND PROJECTIONS 3 PLANNING PERIOD 3 POPULATION 3 EXISTING CONDITIONS 3 ALTERNATIVES AND DESIGN CRITERIA 4 ALTERNATIVES 4 DESIGN CRITERIA 4 ENVIRONMENTAL ASSESSMENT 8 COST EVALUATION 8 ECONOMIC CONDITIONS AND FINANCING 8 RECOMMENDATIONS 9 IMPLEMENTATION SCHEDULE 9 APPENDIX 1: OVERALL SCHEMATICS APPENDIX 2: COLLECTION, ZONING AND LAND USE INFORMATION APPENDIX 3: EXISTING AND PROPOSED LIFT STATION DRAWINGS APPENDIX 4: OPINION OF PROBABLE CONSTRUCTION COSTS APPENDIX 5: PHOTOGRAPHS 60330823/400/406/Facility Plan/HMRlfacpin(2)-050616-dryruncreek.docx May 2016 Page 137 of 323 Preliminary Engineering Report Dry Run Creek Interceptor Waterloo, Iowa EXECUTIVE SUMMARY The city of Waterloo is the sixth largest city in Iowa and is located on the Cedar River in northeastern Iowa. The city operates a wastewater collection system that is comprised of approximately 400 miles of sanitary sewers, 9,300 sanitary manholes, 46,240 LF of force mains and 26 lift stations. The city was issued a Consent Decree by the Environmental Protection Agency (EPA) and the State of Iowa due to Sanitary Sewer Overflows (SSOs) and sewer bypasses that the city has experienced. The collection system is classified by Service Areas (SA). There are a total of 15 SAs. The collection system and the treatment plant are operated by the city's Waste Management Services Department. SA 19 has been identified as one of the areas that requires attention due to high flow rates and the condition of the pipe in the area. The following are the primary objectives of the project: 1. To reduce the flow that is now being pumped and carried through SA 19 to reduce sewer and manhole surcharging in that area. 2. To provide sanitary sewer improvements to allow for growth in the Dry Run Creek Basin and areas to the east in southern Waterloo. A new lift station, force main and gravity sewer are proposed to address these objectives. The new lift station will be constructed at the location of an existing lift station (Tower Park Lift Station). Tower Park Lift Station currently pumps into SA 19 and is undersized to address future needs. The new lift station is sized at a 12 -foot diameter and approximately — 27 feet deep, with a conventional valve vault and flow meter pit. The total anticipated cost of the project is approximately $4.3 million. The project is scheduled to begin in the fall of 2016; and construction is anticipated to continue through winter of 2016, spring and summer 2017, with anticipated completion in fall of 2017 or spring of 2018. 60330823/400/406/Facility Plan/HMRlfacpin(2)-050616-dryruncreek.docx -1- May 2016 Page 138 of 323 Preliminary Engineering Report Dry Run Creek Interceptor Waterloo, Iowa INTRODUCTION PURPOSE The city of Waterloo operates a wastewater collection system that is comprised of approximately 400 miles of sanitary sewers, 9,300 sanitary manholes, 46,240 LF of force mains and 26 lift stations. The flows collected are treated at the city's Water Pollution Control Facility under National Pollutant Discharge Elimination System (NPDES) Permit No. 0790001. The collection system is classified by Service Areas (SA). There are a total of 15 SAs. The collection system and the treatment plant are operated by the city's Waste Management Services Department. The city has experienced SSOs and bypassing during wet weather events, which led to the city being issued a Consent Decree (CD) by the EPA and the State of Iowa. Inflow and Infiltration (I&I) are the primary causes of the SSOs and bypasses. SA 19 has been identified as one of the areas that requires attention due to high flow rates and the condition of the pipe in the area. A portion of the flow that SA 19 sewers handle comes from the south side of San Marnan Drive from the Tower Park Lift Station (see Appendix 1, Figure 1-A for map of the service area and location of the Tower Park Lift Station). Reducing this hydraulic load on the area will help mitigate some of the concerns associated with sewer surcharges in this area. Furthermore, the Dry Run Creek Basin and areas to the east in southern Waterloo are developing and will require sanitary sewer improvements to accommodate additional development. The purpose of this project is therefore twofold: 1. To reduce the flow that is now being pumped and carried through SA 19 to reduce sewer and manhole surcharging in that area. 2. To provide sanitary sewer improvements to allow for growth in the Dry Run Creek Basin and areas to the east in southern Waterloo. A new lift station at the location of the Tower Park Lift Station, associated force main and gravity sewer are proposed to meet the objectives detailed above. The existing lift station and associated equalization tank will be unable to provide the flows required to meet the future development. The new location of the lift station will be the same as the existing Tower Park Lift Station. Unlike the current force main, the new force main will NOT be routed to SA 19 but will follow the south side of San Marnan Drive to the intersections of San Marnan Drive and Hammond Avenue, and then continue eastward south of the Crossroads Mall area, terminating at a manhole just west of Highway 218. From this location, it will be routed to the WPCF via the existing sewer system. Figure 1-B in Appendix 1 shows the lift station, force main, and gravity sewer location and routing. SCOPE The scope of the project is to install a new lift station and force main to relieve the pressure placed on the sewers of SA 19 and to provide sewer improvements to allow for growth in the Dry Run Creek Basin and areas to the east in southern Waterloo. 60330823/400/406/Facility Plan/HMRlfacpin(2)-050616-dryruncreek.docx -2- May 2016 Page 139 of 323 Preliminary Engineering Report Dry Run Creek Interceptor Waterloo, Iowa EXISTING CONDITIONS AND PROJECTIONS PLANNING PERIOD Since pump stations and associated facilities are typically intended to have a 20 -year design life, the planning period for the improvements will be 20 years for a design year of 2036. POPULATION The population of the city of Waterloo as grown from 4,337 in 1870 to 68,364 in 2014. Figure 1 below shows the population trends for the city of Waterloo. 901000 801000 701000 z 60,000 0 501000 401000 0 30,000 20,000 10,000 0 CITY OF WAT 100- 0 ULATION T N 1 1860 1880 1900 1920 1940 YEAR 1960 1980 2000 2020 Figure 1: City of Waterloo Population Trends As can be seen from the figure above, the population of Waterloo has either decreased or stayed stable since 1980. EXISTING CONDITIONS The current flow at the Tower Park Lift Station averages in the range of 50,000 to 60,000 gallons per day (gpd). It serves several establishments in addition to the Tower Park complex. Figure 2-A in Appendix 2 shows the area currently served by the Tower Park Lift Station. The current sanitary sewer system in the area generally flows to the intersection of Kimball Avenue and San Marnan Drive. To serve the Tower Park development, a relatively small pump station and storage tank were constructed at the southeast corner of Kimball and San Marnan in 1988. The discharge from the pumping station is directed north across San Marnan to a manhole near Brookeridge Drive and Kimball Avenue. The gravity system downstream of this connection flows through 8th and 9th Streets and is sometimes subject to overloading 60330823/400/406/Facility Plan/HMRlfacpin(2)-050616-dryruncreek.docx -3- May 2016 Page 140 of 323 Preliminary Engineering Report Dry Run Creek Interceptor Waterloo, Iowa due to wet weather flows. As the Dry Run Creek Basin continues to develop, the wastewater flows will be larger than the existing pump station and downstream system can handle, and improvements are needed to accommodate the additional flows. Future development of the area was one of the considerations when the Tower Park development was proposed. When the Tower Park Pump Station was initially installed, it included a small flow equalization tank. The intent of the tank was to divert flow from the pumping station to storage during periods when the downstream system was overloaded. A flow sensor in a downstream manhole was installed to provide a signal to the Pump Station when surcharging began so the flow would be diverted to storage. When the sanitary sewer surcharging subsided, the flow was redirected to the sanitary sewer, and the flow equalization tanks were drained back to the pump station. The system worked when it was initially installed; however, the signal wire was damaged, and it has not been repaired as of this time. Also, sanitary sewer flow from the area has grown to a point where the flow equalization tanks are too small to provide significant relief. ALTERNATIVES AND DESIGN CRITERIA The alternatives developed for the project and design criteria of the selected alternative are detailed below. ALTERNATIVES 1. Continue With Existing Conditions: The Tower Park Lift Station at its current capacity and will be unable to meet the new flow requirements (as determined for growth, in the sections that follow). The station was also constructed in the late 80s and is, therefore, over 25 years old. Due to these reasons, this alternative was not given further consideration. 2. Replacement of Existing Station With a New Station and Continued Discharge to SA 19: This alternative, although it may meet the demands put on it by the proposed new development and likely be less expensive than Alternative 3 discussed below, will not be able to ease the surcharged flow experienced by SA 19. This alternative will likely exacerbate the problem in SA 19, since the future flows, after the development has taken place, will be higher than flows from the current lift station. Due to these reasons, this alternative was not given further consideration. 3. Replacement of Existing Station With New Discharge Piping: This alternative involves the replacement of the existing station with a new lift station having the ability to pump future flows and also divert flows away from SA 19. This will take the flow, eventually, to just west of Highway 218 and south of Crossroads Mall where the flow will be conveyed to the Texas Street Lift Station (also known as the Hawkeye Lift Station). The flow from the Texas Street Lift Station will be pumped a relatively short distance to the Wastewater Treatment Plant. The Texas Street Lift Station was originally sized to accommodate the flows from a fully -developed area and has adequate capacity to accept the flow from the current study area. This alternative was selected and is discussed in detail in the following sections. DESIGN CRITERIA The existing actual flow rates (50,000 to 60,000 gallons per day (gpd)) are well below "textbook" flow rates for commercial land use. Textbook estimates for commercial land use are in the range of 5,000 gallons per acre/day (gpad) and result in significantly higher flows than we experience from the current development. It has generally been our experience that 5,000 gpad is conservative and overstates flows for most commercial land uses. For purposes of this report, we accepted the future development would be similar to the existing; however, we accepted a safety factor of 2 for projecting future flow rates. In 60330823/400/406/Facility Plan/HMRlfacpin(2)-050616-dryruncreek.docx -4- May 2016 Page 141 of 323 Preliminary Engineering Report Dry Run Creek Interceptor Waterloo, Iowa addition, we accepted that peak flow rates would be approximately four times the average, based on a flow curve from IDNR relating peak factors to the size of a service area. Flow rates for the purposes of this report were therefore based on the following: Current Flow 60,000 gpd Current Developed Area 100 Acres Current Average Flow Rate 60,000 gpd/100 Acres = 600 gpad Safety Factor +/- 2 Future Average Flow Rate 1,200 gpad Peaking Factor +/- 4 Peak Flow Rate 4,800 gpad For the Dry Run Creek Basin report, we subdivided the area into three separate sewer collection areas based on a downstream gravity drainage point. The largest area drains to the Kimball Avenue/San Marnan Drive intersection; the second area drains to Hammond Avenue and San Marnan Drive; and the third area drains to the drainageway along the south side of the Crossroads development. The various sewer collection areas in this report are shown on Figure 2-A in Appendix 2. The largest sewer collection area in the study (Area A) is the Dry Run Creek Basin, draining to the intersection of San Marnan Drive and Kimball Avenue. This area is designated in this report as Point A and includes approximately 1,020 acres upstream of the San Marnan Drive/Kimball Avenue intersection (Point A on Figure 2-A in Appendix 2. Area B (designated in this report as Point B) on Figure 2-A in Appendix 2 is located near the intersection of San Marnan Drive and Hammond Avenue. Point B is approximately 390 acres, approximately half of which is already developed. There is undeveloped area south of Highway 20 which will drain to Point B in the future and is proposed to develop primarily as residential. Area C (designated in this report as Point C) on Figure 2-A in Appendix 2 is currently undeveloped; however, the future land use is proposed for commercial development. The area includes approximately 130 acres and drains to the proposed new interceptor at several locations along its length south of the Crossroads area. Land -use projections were developed from the City Zoning Map and future land -use information (Figures 2-B and 2-C in Appendix 2). A summary of the current and proposed land use in the study area, along with the associated flows, are listed in Table 2 of Appendix 2. Flow System: The proposed improvements in the sanitary sewer system to serve the area include gravity collection and gravity interceptor sewers, combined with a pump station near Point A. The downstream end of the proposed improvements is a connection to the existing sanitary sewer upstream of the Texas Street Lift Station, which is also known as the Hawkeye Lift Station. This lift station was initially constructed in the 1970s to serve the area to the south, including Hawkeye Community College. It was originally sized to accommodate the flows from a fully -developed area and has adequate capacity to accept the flow from the current study area. The discharge end of the Dry Run Creek sanitary sewer improvements system is not anticipated to present significant problems for implementing the improvements. The upstream end of the proposed improvements is Point A in this report. There will be gravity sewers constructed in the future to serve the development in the area which will flow to the intersection of San Marnan Drive and Kimball Avenue near the existing Tower Park Lift Station. At this point (Point A), however, the discharge from the existing pump station will be diverted from the current system and redirected to the east along San Marnan Drive. A force main will be installed from Kimball Avenue to a point just east of the Highway 21 (Orange Road) intersection with San Marnan Drive. At that point, the 60330823/400/406/Facility Plan/HMRlfacpin(2)-050616-dryruncreek.docx -5- May 2016 Page 142 of 323 Preliminary Engineering Report Dry Run Creek Interceptor Waterloo, Iowa system will be changed to a gravity interceptor running along San Marnan Drive to the Hammond Avenue intersection. At this point (Point B), it will collect the flow from Point B and continue for a short distance along San Marnan Drive. At the drainageway behind Deery's and WalMart, the pipe will turn north along Hess Road and tie into an existing sanitary sewer before it crosses 1-380. This existing sewer crosses I- 380 and drains into the Texas Street Lift Station. The proposed sewer alignment is shown on Figure 1-B in Appendix 1. System Sizing: The system sizing is somewhat complex because it needs to be adequately sized to serve the future projected needs; however, it must also be effective in serving the current flows which are substantially lower than future flows. To accomplish this, it may be necessary to design the system in anticipation of future expansion(s) to accommodate future increases. New Pumping Station: The flow from Point A generally accumulates at the Kimball Avenue/San Marnan Drive intersection. This is the location of the current Tower Park Lift Station and is the recommended location for the new lift station as well. Existing Tower Park Lift Station plans (Appendix 3) and photos (Appendix 5) show the key components of the existing system, including the pump station, valve pit and flow equalization (FEQ) tanks. The site is limited in size, and the new lift station will likely need to be constructed in the location of the existing FEQ tanks. They will not be needed in the future when the improvements noted in this report are completed. The new lift station will be sized to accommodate three (3) pumps with variable frequency drives (VFDs) to accommodate the flow ranges anticipated at the lift station. There may be a need to install smaller pumps initially to maintain efficient pumping operation and increase pumping capacity in the future as the service area develops. The current Tower Park Lift Station has two (2) pumps with rated capacities of approximately 240 gallons per minute (GPM) per pump. The existing lift station has adequate capacity for the current flows; however, it is inadequate for the projected development of the area, and the existing force main needs to be rerouted to reduce wet weather flow problems. The FEQ is approximately 30' x 30', with a depth of approximately 10 feet below existing grade. The new wet well could be constructed in the location of the FEQ by excavating through the bottom of the tanks an additional ±15 feet. That would place the wet well of the new lift station at approximately the same elevation as the existing Tower Park Lift Station wet well. The new lift station will accommodate three (3) submersible pumps with capacities in the range of 500 to 600 GPM per pump. Using three (3) pumps will enable the lift station to accommodate the future estimated flows of approximately 900,000 GPD with any one pump out of service. For the near future, following completion of the lift station, one pump will be adequate to serve the area, and the second pump would be a back-up. The lift station will be sized adequately for the future where the three (3) 600 GPM pumps could be upsized to three (3) 1,000 GPM pumps should flow demand increase. The proposed pump station is sized at a 12 -foot diameter and approximately 27 feet deep. A conventional valve vault and flow metering pit is also proposed as part of the improvements. A preliminary layout of the lift station is included in Appendix 3. The static head (difference in elevation) between the lift station (Point A) and the discharge location near San Marnan Drive and Hawkeye Road is approximately 42 feet. The length between the two points is approximately 2,700 feet. The pumps will need to be sized to overcome the 42 -foot static head and the friction losses (dynamic head) over the flow range(s) anticipated for the development. Based on the preliminary pump selection, it appears that there is a need for approximately 12 to 15 horsepower pumps to serve the flows projected at Point A. As previously noted, however, the initial pumps may need to be replaced with higher capacity pumps at some time in the future when, and/or if, higher peak flows are generated from the service area development. 60330823/400/406/Facility Plan/HMRlfacpin(2)-050616-dryruncreek.docx -6- May 2016 Page 143 of 323 Preliminary Engineering Report Dry Run Creek Interceptor Waterloo, Iowa The lift station should be sized for three pumps, with one as a stand-by. Initially, only one pump will be needed to accommodate the flows, and the second pump would be installed as the stand-by. As flows increase as a result of development, the second pump will be needed during peak flow periods in a "normal" day. When the second pump is needed for "normal" operation, the third pump should be installed for stand-by capabilities. The new lift station will include controls, alarms and stand-by power. The alarms will be connected to the Supervisory Controls and Data Acquisition (SCADA) system at the Water Pollution Control Facilities (WPCF) for monitoring purposes. Alarm conditions will be sent to the WPCF; however, it is not intended that the operation of the lift station will be done remotely. The force main sizing will be coordinated with the actual pump selection; however, for purposes of this report, we accepted a 10 -inch force main. This sizing provides adequate velocities for maintaining solids in suspension under most flow conditions without creating excessive head loss in the system. The force main will carry the flow from the new lift station at Point A parallel to San Marnan Drive to a location just east of the intersection with Hawkeye Road (Highway 21). This is approximately at the top of the hill, and the sewer can flow by gravity from that point forward. The proposed corridor for the force main and other portions of the pipeline are in the existing right-of-way of San Marnan Drive. Photos of the general corridor are included for reference in Appendix 5. The gravity sewer portion of the system would begin at the discharge point of the force main near Hawkeye Road. It will be sized to accommodate the flow from the lift station and carry it east, paralleling San Marnan Drive toward Hammond Avenue. Most of this area is occupied by the interchange of Highways 20 and 21, and the Midwest Energy Liquified Natural Gas facility. We do not anticipate any significant flows will be generated between Highway 21 and Hammond Avenue. For purposes of this report, we accepted the capacity of the new lift station would be as high as 1,250 GPM, and sized the gravity line between Highway 21 and Hammond Avenue based on this flow. It too will need to be coordinated with the final pump selection and actual slope available for the pipeline. Preliminary sizing for the approximately 2,700 feet between Highway 21 and Hammond Avenue would be an 18 -inch pipe (assuming minimum slope). Near Hammond Avenue, the pipe would pick up the flow from Point B. At this point, we would need to increase the pipe size to accommodate the additional flow, and it is projected the pipe downstream of Point B would be a 24 -inch. Based on the projected flows, the 24 -inch pipe should be adequate for the entire flow from the service areas covered in this report. From Hammond Avenue (Point B), the pipe would continue northeast, parallel to San Marnan Drive, for approximately 800 feet where it would meet the drainageway. At this location, the pipe would turn east and follow the drainageway toward Hess Road. The drainageway has some right-of-way; however, it may be necessary to acquire some additional area for the sanitary sewer construction and maintenance by obtaining a permanent easement and temporary construction easements. From the point near San Marnan Drive where the pipe turns east to Hess Road is approximately 4,900 feet. The proposed commercial development in the area (Point C) could connect at various locations along the new sewer. The 24 -inch pipe is adequate for the ultimate projected flows. The new 24 -inch sewer will tie into an existing 18 -inch pipe on Hess Road. The existing pipe crosses 1-380 and discharges into the Texas Street Lift Station. This existing 18 -inch pipe has a capacity of 4.4 MGD at 0.75 full (at 0.423% slope). It is assumed, based on depth measurements after a rain event, that 1/3 of its capacity is currently used. This calculates to approximately 2.9 MGD of available capacity in the existing pipe. When flows increase to pipe capacity, the city will need to extend a 24 -inch pipe across 1-380 to tie into the Texas Street Lift Station. It appears there is plenty of available capacity in the existing sewer for future development over the next several years. 60330823/400/406/Facility Plan/HMRlfacpin(2)-050616-dryruncreek.docx -7- May 2016 Page 144 of 323 Preliminary Engineering Report Dry Run Creek Interceptor Waterloo, Iowa The majority of the pipe is proposed to be constructed within existing rights-of-way along San Marnan Drive and some of the drainageway. The photos included in the report show the general corridor of the proposed pipe, and there is sufficient area to accommodate the sanitary sewer through majority of the corridor. The final alignment considered the current developments and utilities. There is adequate space for the pipeline. Some additional easements are needed along the drainageway. ENVIRONMENTAL ASSESSMENT A majority of the project lies in previously disturbed areas, either in the form of road right-of-way or constructed drainageways. Construction of the proposed alternative will disturb existing lands, but a majority of those will be replaced back to their original condition after the project is complete. The majority of the work is below -grade piping, with minimal to no above -grade construction with the exception of the lift station and associated structures that are replacing existing structures. A review of the National Wetlands Inventory maps for the area does not indicate the presence of wetlands. Despite this, any areas that constitute storm water drainage or show higher -than -usual water retention shall be bored under without impacting surface characteristics within the area. Other environmental impacts are also anticipated to be minimal. Vegetation removed as part of the project will be addressed via installation of erosion stone and seeding onto erosion control blankets after the subgrade work is complete. Storm water erosion during construction will be managed via silt fences. No major impacts, other than those typically associated with this type of construction, are anticipated with regard to water quality, soils, geology or air quality. COST EVALUATION A preliminary opinion of cost was developed for the project and is included in Appendix 4. Preliminary construction costs were calculated to be approximately $3.7 million. After including legal and engineering fees, the total costs for this project are estimated to be approximately $4.3 million. ECONOMIC CONDITIONS AND FINANCING According to the US Census Bureau, the median household income for Waterloo, Iowa, is $41,461, with per capita income at $22,628 (2014 dollars). The current sewer system has approximately 70,000 connections. The collection system is funded via use fees established by the city of Waterloo City Council. The current rates for typical non -industrial users are based on water meter readings and were adopted in July 2015. Prior to adopting these rates, $11.1 million were generated in FY 2014. This includes fees paid by Tyson and Twin City tanneries, the two major industrial loads. The new rates are anticipated to generate approximately $1.5 million in additional funds for the Waste Management Services Budget. There are multiple options that may be used for funding the project. These include, but are not limited to, General Obligation (GO) Bonds, Sewer Revenue Bonds, United States Department of Agriculture (USDA), Community Development Block Grant (CDBG), Special Assessments and the Clean Water State Revolving Fund (CWSRF). 60330823/400/406/Facility Plan/HMRlfacpin(2)-050616-dryruncreek.docx -8- May 2016 Page 145 of 323 Preliminary Engineering Report Dry Run Creek Interceptor Waterloo, Iowa The city is in the process of developing an application to apply for the CWSRF loan; this facility plan will be part of that application. The CWSRF is a loan program administered by the Iowa Finance Authority and the Iowa Department of Natural Resources (IDNR). SWSRF loan funds can be used by municipalities and sanitary districts to finance the design and construction of publicly owned wastewater treatment and conveyance improvements. The CWSRF offers low interest loans (currently at 1.75%). The loans are similar to revenue bonding since user charge revenues are normally used to secure the loan. In addition to the interest, the loans have an initiation fee of 1% of the loan agreement amount and a servicing fee of 0.25% of the outstanding loan principle. Each loan must be secured by a bond to assure parity with other local debt. This bond can be either a Revenue Bond or GO Bond. For revenue secured loans, the coverage requirement is 110% of the amount needed for debt. The improvements will likely be funded in the long term (SRF loan installments) using the Waste Management Services budget. As mentioned previously, the cost for the project is anticipated to be approximately $3.7 million. RECOMMENDATIONS Based on the analysis provided here, it is recommended that the city proceed with the installation of a new lift station, force main and gravity sewer to help relieve loads on SA 19 and to allow for future growth in the area. IMPLEMENTATION SCHEDULE The project is scheduled to begin in the fall of 2016; and construction is anticipated to continue through winter of 2016, spring and summer 2017, with anticipated completion in fall of 2017 or spring of 2018. 60330823/400/406/Facility Plan/HMRlfacpin(2)-050616-dryruncreek.docx -9- May 2016 Page 146 of 323 APPENDIX 1 OVERALL SCHEMATICS • FIGURE 1-A: SERVICE AREAS SITE KEY MAP • FIGURE 1-B: OVERALL INTERCEPTOR LAYOUT Page 147 of 323 2 ‘1,7,,,;),„ �u muff°I�ill�l6' pl ulla"PUYUfiINlUilf iml, ,uw n i����ll����11?u YIIIWO!!1 "" �„ �IY911111111111i dl)!!uuu+u!!!! rif rc�,,, i u �Im^k ^e dllld i i il�iii�ii�lli������ 1. vs l u;llrlllllllllllllllllllr; 1IMm' Illi r' VIII 1!IRIpYor. � m+iYlil ill oia su+PilY(fI17u�91py�,;,v;, � �+IIIb u•„'°"� , .. 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WLL 0 WO o mUI—° Q D zU �Et cw aw >—Z �— 0 0 oo 0 0 W J U CO AERIAL SOURCE: BLACK HAWK COUNTY 2015 rage .i 4 , of .iL.1 9-1.O PPM 'Oa LOGO-a-JHISO-LO-E Id-£Z80££09\S133HS-ZO\SIJ-aba-006\00000000\EZ8OE£09\:d auIi u6isaa !8A uo!le}Soao!W WOJ pelulad enrol `ooIJa}eM APPENDIX 2 COLLECTION, ZONING AND LAND USE INFORMATION • FIGURE 2-A: DRAINAGE COLLECTION POINTS • FIGURE 2-B: WATERLOO ZONING • FIGURE 2-C: WATERLOO FUTURE LAND USE MAP • TABLE 2: LAND USE AND FLOW DATA Page 150 of 323 TEXAS 1001010 000011 I WI” d Ir I llup a �1� GNO Y CItl1e Q� �uu�Yrpu11.°11' ,�1I ' 11,all��lull��lKplli�l���il����'M"��Illiillw lii�m ! uurcK�l !l u 3J,3>IMVH 2 rage 15 i f JL.1 „��5;1��Illolllll ; r „;;;;;)000 O 2oalb; Aev 10,0000,0000000,0000000000•000 00 0 ]lV VJIV ��b'SS'3 Hd 0000 BLACK HAWK COUNTY 201 !tiiiliiGiie '3A\ 11, n Qb+ 8SIJ Wd 617:LS: L `9 LOZ/6/9 b-ZO IapoV `u6a L000-a-J?ASO-LO-JId-£Z800c09\S133HS-ZO\SIJ-ab3-006\00000000\EZ80E£09\:d ally u6lsaa !8A uol1e}Soao!W WOJ palulad eMol `ooIJa}eM IN It_ -I 1111 EN Id I; Mt I JR Wd £ti:8S: L `9 LOZ/6/9 8-ZO PPM 'Oa L000-a-JHISO-LO-E Id-£Z80££09\S133HS-ZO\SIJ-aba-006\00000000\£Z80££09\:d auIi u6isaa !8A uo!le}Soao!W WOJ pelulad eMOI `ooIJa}eM „'HI 1A ml.„,iiiim 11 mint! M.,,,m-,..../' nim ..„, ,,wit imr 1.011111-/j/jr)ii7 '2'71: Et alli Er -,Air®i 'if11rm 1:17—,11/411, iilliwri m, I���� 111 ih 011 puiuui�liiiogul�iuuigqui,i Odd aolompVWlNVumUb J7111111.1,I1®!!!11 1I1®1oL1®11111 i®®i11u.lI 11 J, n IcmiuhmllrHUl girt 11111��m ®II111111f11411.111111111111111•111.®��,' 1 I 11I EI 44,t411;11111111111111111 � III ®�®® � �, �I 'illillllm��l ®®�■ IIIIIII .. ■ 011 ons rims "'Ir®�®ll�U®11I :lira,re&�II.11:”IIII�I� �11i ■��III I 111111 [IN EN I ANN rt '''',,,,.••••••• • log N taiNNEW1111.1.1 u� 11 LI@MEMl/ ih loLd L,0 1\ 11111111111111111111 ‘i\ I .1111111111111■1MIL I ° ' I h�>�;�„'"��IIIIIIIIIIIIIIIV buloullllk,N Wd S6:ZO:Z `91.0Z/6/S a-ZO PPM 'Oa 1.000-a-JHS0-1.0-JId-£Z80C809\S133HS-ZO\SIJ-abO-006\00000000\EZ80E£09\ d ali/i u6isaa 18A uo!le}Soao!W WOJ pelulad eM0I `ooIJa}eM W J CO a H UPDATED DRY RUN CREEK SANITARY SEWER IMPROVEMENTS SERVICE AREA BREAKDOWN LAND USE AND FLOWS Revised: September 2015 0 0 0 \ 0 0 (o\ ri 0 0 CO \ N M r—i 0 0 0 r-1 N 0 0 0 1 N r -I Service Area U Service Area m 0 O O \ r -I 0 O O Ni N 0 O O \ O N 0 0 O 1 N 0 r-1 0 0 0 r-1 O O Ln r-1 0 O O O LO 0 0 CID 0 0 0 r-1 0 0 0 0 up Tio n3 +-, v 0 - a r▪ I N r-1 0 rI 0 N N 0 N Ln N 0 d - Ln r-1 Service Area U 0 M 0 M Service Area m 0▪ ) r-1 0 r-1 0 N r-1 0 N Ln d- 0 CT) m 0 rn 00 0 0 r-1 0 m 0 N 0 r -I Land Use Type N a) L U a CU 0- 0 CU > a C D co L_ m U ODa ca C CU N CU CC .E co U - CU OA C ca C CU c%f CU CC .E co U- G Commercial co C co c6 o cc r -1 N M d - Ln CO To ro +, N 0 - a 0 0 0 / e 0 r-1 0 0 iii 0 r -i 0 0 N \ N N 0 0 0 r-1 N 0 0 0 \ d LI d - Service Area U 0 0 0 LO r -i 0 0 0 L Ln r -i Service Area CO 0 0 O \ 0 r-1 0 O O O Ol 0 0 O Ni 0) r-1 0 O O \ O N 0 0 O \ N 0 d - 0 0 0 r-1 0 O O r-1 O O r-1 0 0 0 L.6 N 00 O O N r-1 0 0 0 r-1 0 0 O 00 0 LnN To co +-) v 0 1- a V) 0 r-1 0 N O N O 0 N Ln N Service Area U 0 M 0 M Service Area CO Ln O r-1 0 CO 0 LO r-1 0 N Ln d - 0 Ol m 0 N 0 r-1 0 M N 0 M 0 N O r -I Land Use Type N N L U a ca C CU N CU CC .E CO U - a) OA C 7) Multi Family Residential Commercial co N C co ca o cc r -1 N M d - Ln CO Page 154 of 323 APPENDIX 3 EXISTING AND PROPOSED LIFT STATION DRAWINGS • EXISTING TOWER PARK LIFT STATION FIGURE • PROPOSED LIFT STATION FIGURES Page 155 of 323 WSW 31Va >IHD N. NOIldI2IDS3a API STOZ-00-60 M3IA32j 2j NO dMOI HVa ddb NO NIAD HVa Sia O3D110321 SI 1331 -IS NVId dl 31VDS ,Ia3A HDNI-L, 1/1100 N001YMMM 1LZ0'ZEZ'919 1£99Z£Z9191 L6171 -POLOS enrol `ooPeleM ZZZ alms `laaalS aaoweo/S l09 wov SN`d1d NOIlb1S dWVfId HMS AHV1INVS VMOI 'OO�2I31t�M LL8 'ON lOtIlNOO hl1O HOld30H3lNI )i332IO Nf12I .1214 91.OZ Ad 0 Z METERING MANHOLE VALVE VAULT z J 0. a. 0 H 30" x 30" ALUMINUM HATCH z a. 0 1- m Page 157 of 323 6E HPE1N 'u o p'1000 -WS -0000 -01 - INS - EZHEE09,1331-15-Z0,19,163-006\ 00000000\EZB2E09\ d al!3 a % Wd 54'9Z'b `SIOZ/6Z/6 >IHD N. NOIldIaDS3a API STOZ-00-60 M3IA32d 2j NO dMOI HVa ddb NO NIAD HVa Sia O3D110321 SI 1331 -IS NVId dl 31VDS ,Ia3A HDNI-L, 1/1100 N001YMMM 1LZ0'ZEZ'919 1£99Z£Z9191 L6171 -POLOS enrol `ooPeleM ZZZ alms `laaalS aaoweo/S l09 wov NOTIONS NOIlb1S dWVfId HMS AHV1INVS VMOI 'OO�2i31t�M LL8 'ON lOtIlNOO hl1O HOld30H3lNI )i3HO NflH MJCI 91.OZ Ad 0 Z 10 -SM -02 rn rn TANK BASKET AND DRAT a %y//i ij °•a a a a ° °•a •a • • a ° a VALVE VAULT 4 SECTION a a a MANUFACTURERS RECOMMENDATIONS O O W °•a • • • • Page 158 of 323 Ob HPow PZ000-WS-0000-01-INS -E 280.09,133.-ZO\SIJ-0V3-006\ 00000000\EZB2En al!3 % 00000.0,,B2 9o�1z�b `sozi6zi6 APPENDIX 4 OPINION OF PROBABLE CONSTRUCTION COSTS Page 159 of 323 PRELIMINARY OPINION OF PROBABLE CONSTRUCTION COST DRY RUN CREEK INTERCEPTOR CITY OF WATERLOO,IA ITEM NUMBER DESCRIPTION UNIT QUANTITY UNIT COST TOTAL COSTS 1 MOBILIZATION LUMP SUM 1 $ 377,000 $ 377,000 2 TRAFFIC CONTROL LUMP SUM 1 $ 50,000 $ 50,000 3 CLEARING AND GRUBBING LUMP SUM 1 $ 5,000 $ 5,000 4 EXISTING PUMP VAULT, VALVE VAULT AND EQUALIZATION TANK REMOVAL LUMP SUM 1 $ 20,000 $ 20,000 5 IMPORT FILL FOR LIFT STATION SITE CY 255 $ 12 $ 3,058 6 IMPORT FILL FOR TRENCH REMOVALS CY 5800 $ 12 $ 69,600 7 LIFT STATION WET WELL AND VALVE VAULT LUMP SUM 1 $ 355,000 $ 355,000 8 ELECTRICAL EQUIPMENT BUILDING LUMP SUM 1 $ 132,000 $ 132,000 9 SITE ELECTRICAL LUMP SUM 1 $ 156,000 $ 156,000 10 STAND-BY GENERATOR LUMP SUM 1 $ 31,000 $ 31,000 11 METERING MANHOLE LUMP SUM 1 $ 16,000 $ 16,000 12 AIR RELEASE MANHOLE LUMP SUM 1 $ 20,000 $ 20,000 13 RETAINING WALL LUMP SUM 1 $ 40,000 $ 40,000 14 REMOVAL OF RAPABLE ROCK CY 5800 $ 12 $ 69,600 15 FOUNDATION ROCK TON 82 $ 90 $ 7,380 16 TRENCH COMPACTION TESTING LUMP SUM 1 $ 5,000 $ 5,000 17 ABANDON AND PLUG 8" SANITARY SEWER LF 215 $ 10 $ 2,150 18 SANITARY SEWER FORCE MAIN TESTING LUMP SUM 1 $ 2,000 $ 2,000 19 CLEANING, INSPECTION AND TESTING OF SANITARY SEWER GRAVITY MAINS LUMP SUM 1 $ 5,000 $ 5,000 20 24" SANITARY SEWER GRAVITY MAIN - OPEN CUT LF 5179 $ 133 $ 688,767 21 24" SANITARY SEWER GRAVITY MAIN -DIRECTIONAL DRILLING LF 755 $ 233 $ 175,892 22 20" SANITARY SEWER GRAVITY MAIN DUCTILE IRON - OPEN CUT LF 92 $ 173 $ 15,916 23 18" SANITARY SEWER GRAVITY MAIN - OPEN CUT LF 2399 $ 105 $ 251,916 24 10" SANITARY SEWER FORCE MAIN - DIRECTIONAL DRILLING LF 524 $ 99 $ 51,876 25 10" SANITARY SEWER FORCE MAIN - OPEN CUT LF 1958 $ 76 $ 148,808 26 8" SANITARY SEWER GRAVITY MAIN - OPEN CUT LF 43 $ 80 $ 3,440 27 6" SANITARY SEWER GRAVITY MAIN DUCTILE IRON - OPEN CUT LF 15 $ 90 $ 1,350 28 30" STEEL CASING WITH 18" SANITARY SEWER GRAVITY MAIN LF 235 $ 400 $ 94,000 29 20" STEEL CASING WITH 10" SANITARY SEWER FORCE MAIN LF 196 $ 300 $ 58,800 30 FORCE MAIN FITTINGS LBS 655 $ 20 $ 13,100 31 48" MANHOLE REPLACEMENT EA 2 $ 10,000 $ 20,000 32 72" MANHOLE REPLACEMENT EA 1 $ 18,000 $ 18,000 33 48" MANHOLE EA 28 $ 8,000 $ 224,000 34 24" CIRCULAR AREA INTAKE - SW -512 WITH SW -604, TYPE 3B EA 1 $ 2,500 $ 2,500 35 CONNECTION TO EXISTING SANITARY MANHOLE EA 4 $ 4,000 $ 16,000 36 8" DROP CONNECTION EA 1 $ 4,000 $ 4,000 37 24" RCP STORM SEWER LF 20 $ 124 $ 2,470 38 24" RCP APRON EA 1 $ 1,800 $ 1,800 39 18" RCP STORM SEWER LF 20 $ 90 $ 1,800 40 18" RCP APRON EA 2 $ 1,600 $ 3,200 41 12" RCP STORM SEWER LF 32 $ 80 $ 2,560 42 12" RCP APRON EA 1 $ 1,400 $ 1,400 43 DRAIN TILE REPLACEMENT LF 80 $ 30 $ 2,400 44 6" PCC PAVEMENT SY 477 $ 50 $ 23,850 45 8" PCC PAVEMENT SY 130 $ 55 $ 7,150 46 8" HMA PAVEMENT SY 71 $ 58 $ 4,118 47 GRAVEL SURFACING SY 198 $ 35 $ 6,930 48 CRUSHED STONE - CLASS "A" SY 477 $ 40 $ 19,080 49 PAVEMENT REMOVAL SY 201 $ 20 $ 4,020 50 SEEDING, FERTILIZING AND MULCHING FOR HYDRAULIC SEEDING - TYPE 1 SEED MIX ACRE 6 $ 1,000 $ 6,070 51 SEEDING, FERTILIZING AND MULCHING FOR HYDRAULIC SEEDING - TYPE 2 SEED MIX ACRE 6 $ 1,000 $ 5,720 52 SEEDING, FERTILIZING AND MULCHING FOR HYDRAULIC SEEDING - TYPE 4 SEED MIX ACRE 6 $ 1,000 $ 6,070 53 SEEDING, FERTILIZING AND MULCHING FOR HYDRAULIC SEEDING - TYPE 5 SEED MIX ACRE 6 $ 1,000 $ 5,720 54 EROSION STONE SY 240 $ 100 $ 24,000 55 SILT FENCE LF 6700 $ 2 $ 13,400 56 TEMPORARY ROLLED EROSION CONTROL PRODUCTS (RECP) SY 51860 $ 4 $ 207,440 57 SWPPP REQUIREMENTS LUMP SUM 1 $ 3,000 $ 3,000 58 6' CHAIN-LINK FENCE LF 233 $ 20 $ 4,660 59 24' CHAIN-LINK GATE EA 2 $ 1,000 $ 2,000 SUBTOTAL $ 3,513,011 CONTINGENCY $ 175,651 GRAND TOTAL $ 3,688,661 Page 160 of 323 APPENDIX 5 PHOTOGRAPHS Page 161 of 323 • II�IIiiiiill111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 , 1100000000000001111111111111101 InK�I'� Illiiii�� �Illlllllllllllll� lllllo����������� 11111111111111 11111111111111111111111111111111,111 ':;;;,,,'„,,,11,1„11111111111111111111111111111111'„ ',ii11111I111111I 111111111111111111111111 MEP IYM1111 1111111IIIIIIIIII uulilllluuulillllll�i I��liiiiul�illlllll 1IINIIIIIILIIIIIIIIII11111111111111111 i Www 111111111111 111111111111111111111111111111111111111111111 i� IIII 19'. ����ma,����� 1141IVNI .��1u��8d,1v� uo�niliYill11 Illllrlll'lljl 1"'11111 'e' 1000100000000000000 WW111111101111111111 F �Im Domo 0000000 1111111 11111111011111111111111111111111111111111111111 III 1111111111111111111111111111 0101111111111011111111111111111111111111111111111111111111111111111111111111111IIIIIIII I��������� plllll111111llllllllil 111111111111111111111 n,1 I�9°' 'IIIIIIIIIIIIIIIII � 1111111 vpuuu umullll �IIIIIIIIIIIIIIIIIIII ' IIII'IIIIIIIIIIIuuuuuuumlll�IIIIIIIIIIII�VV� IIIIIIIIIIIII IIIIIIII III i!I Aim uuuu+IIIIIIIIIIII JJ�IIIII IIII VIII �II�� IIIIIIIIII�III!!!I' 'llllllllill, III WIIW��WW IIIIIIIIIIIIIIII II0111 "'iip�elllllyp' uuuuuuui, "ul''"�Ir1111' ill'II;�i!II''i'iliOiJiidlms!vly �„�iliil �Ifi ailililllllllllllllllll 00000000110 1001100 0010 0111111111111111111111111111111 AW1W qWNiu''I 1111111111111111111111111111111111 1111000ollol ,,I,,,;000d00�o WW WWW IIIW�iWiuW0l WWWIWWIII! �I Ips WI�WIWIWI'ul�l�llwll�l'ul�l�llwl'�IuIWIWIWIWIIwI�IGlllllllll �, I� I �I GGG� WWWGIW II III ii1111111llllllllllllllllolillllllm oIIII W 1111111111111111111111111111111111111111111111111111101111111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1 IIIIIIIIIIIIIIIIIIII ryl�l11111111111111111 � �III� II �Illllllllllnmm�' ,1 MSH' I�@IWG 111111I IWWWIVIWIn�IV�IYIW I 00000000000000001 000:000, 000000000000001' 000000 uluuutlllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllpllluu 11111111111111111111111111111111111111 0000'0000;0000000000000,00,0000,00,00'� IIII1111I111IIII1,NI I;IVI IWlom0000W IS' � SII I III III IIII I I 1111111 IIII lrvnnm I, uul,lll��,,,., iIW0001 1000m0000000000m0 0000000olllll„III!III'IWW 1111111111111,,,, AV ��II �o t,u I �,Iwliu I N� vo wq I^ 14�IV�a'�����ul��l 116iY�1 II"'" ,PW IVB "`I"uim,N p Page 165 of 323 Fields of Opportunities STATE OF IOWA TERRY E. BRANSTAD, GOVERNOR KIM REYNOLDS, LT. GOVERNOR June 21, 2016 Brian Rath City of Waterloo 715 Mulberry Street Waterloo, IA 50703 RE: Dry Run Creek Interceptor City of Waterloo DNR Project No. S2015 -0280A CWSRF No. CS192080701 Subj: Facility Plan Approval Mr. Rath: DEPARTMENT OF NATURAL RESOURCES CHUCK GIPP, DIRECTOR The Iowa Department of Natural Resources has reviewed the Facility Plan and all subsequent correspondence for the above -referenced project and is in agreement with the project as currently proposed. The Facility Plan is officially approved. When ready, please submit Plans and Specifications to the Department for review. Plans and Specifications shall be prepared in accordance with the approved Facility Plan. The following is a brief summary of the approved Facility Plan. DESIGN FLOWS AND LOADINGS There are no changes to the hydraulic and organic design capacity of he existing treatment plants resulting from this proposed project. EFFLUENT LIMITS Applicable effluent limits for the City's wastewater treatment plants are contained in the City's current NPDES permit. ANTI -DEGRADATION An anti -degradation alternatives analysis is not required for this proposed project. CONVEYANCE SYSTEM The City of Waterloo was issued a Consent Decree by the EPA and the State of Iowa because of sanitary sewer overflows, building backups, and prohibited sewer bypasses that the City has experienced. To reduce sewer and manhole surcharging in Service Area 19 the following improvements are proposed: 502 EAST 9th STREET / DES MOINES, IOWA 50319-0034 PHONE 515-725-8200 FAX 515-725-8202 www.iowadnr.gov Page 166 of 323 Replacement of the existing Tower Park Lift Station with a new submersible pump station with three (3) pumps each rated for 500 to 600 gpm, a new valve vault, and new flow metering pit. The lift station will be sized such that in the future three (3) pumps each rated for 1,000 gpm can be installed as flow increases. Installation of approximately 2,500 linear feet of new 10 -inch force main that would discharge the wastewater near the intersection of San Marnan Drive and Hawkeye Road/Highway 21. Installation of approximately 2,400 linear feet of new 18 -inch and approximately 6,000 linear feet of 24 -inch gravity sanitary sewer; from the discharge point described above to an existing sanitary sewer manhole along Hess Road near the intersection of Highway 380/218 and Highway 20 where it will ultimately discharge into the existing Texas Street Lift Station in INFILTRATION/INFLOW CORRECTION The City should regularly evaluate and make improvements as necessary to reduce Ill throughout the sanitary sewer collection system, including disconnection of private sump pumps, foundation drains, etc. TREATMENT SYSTEM No improvements to the treatment system are proposed in this project. SITE SURVEY A site survey is only required for new wastewater treatment plants or expansion or upgrading of existing facilities. This project consists of collection system improvements; therefore a site survey is not required. SCHEDULE The anticipated schedule for the remainder of the project is as follows: 1. Begin Construction in the Fall of 2016 2. Complete Construction in the Fall of 2017 or Spring of 2018 ELIGIBILITY Since the City has opted to utilize State Revolving Loan Funds (SRF) for financing the proposed project an environmental review (ER) is necessary to assess the environmental impacts of the project in accordance with procedures in 40 CFR Part 6 and is required for all loan recipients. A decision will be made by the department to determine if the project qualifies for a categorical exclusion (CX) or if a finding of no significant impact (FNSI) is required. The facility plan is approved conditionally based strictly on the technical review of the proposed project. Any significant project change resulting from the environmental review may require an amendment to the facility plan or a revised facility plan to retain eligibility for SRF funding. Construction of the project prior to the environmental review completion could jeopardize your SRF funding. Please contact Patti Cale -Finnegan, SRF Coordinator, at 515-725-0498 or patti.cale-finnegan@dnr. iowa.gov for questions about the ER status. Page 167 of 323 Our approval does not eliminate the need for the city to comply with all federal, state and local regulations. This department must be notified of any change in your proposal and approve the change prior to incorporation in plans and specifications. Our approval of the Facility Plan is not an endorsement for funding. Additional coordination and documentation may be necessary before a loan agreement can be offered. Please feel free to contact me if you have any questions at 515-725-8424 or email melissa.schlickbernd@dnriowa.gov. Sincerely, ,01,1111„ 4e 4, .ZA•1- Melissa Schtickbernd, P.E. Project Manager Wastewater Engineering Section Enclosure: Approved Facility Plan cc: Harman MaIthi, RE., AECOM(Waterloo) Enclosure DNR FO #1 DNR Sewage File 6-07-90-0-01 SRF File CS192080701 w/ Enclosure Page 168 of 323 From: Wagner, Lee <lee.wagner@dnr.iowa.gov> Sent: Thursday, June 15, 2017 9:33 AM To: Contact; MaIlhi, Harman Subject: Waterloo, Iowa Dry Run Creek Interceptor CWSRF CX Complete RE: State Revolving Fund (SRF) Update SRF #CS 192080701 City of Waterloo — Dry Run Creek Interceptor Black Hawk County, Iowa Waterloo South USGS 7.5 Minute Quadrangle Sections: 1, 2, 10, 11, Township: 88 N, Range: 13W Honorable Mayor and Council: I have written this letter to clarify your current position in our State Revolving Fund (SRF) process and to outline the next steps your City will have to take to get an SRF loan. • Survey We appreciate your use of our program and hope it was a pleasant experience for you. A brief survey about the environmental review process can be found at the following web so address:htt ://www.surve monke .com/s/8GZWDKN P se ti • rs• that we can keep improving our process; for your reference, the SRF number requested in the survey is located at the top of this e-mail. Your feedback of our program is extremely important so that we can keep improving our process. Thank you in advance for your feedback!! • Environmental Review We issued a Categorical Exclusion (CX) from additional environmental review for your Dry Run Creek Interceptor project on April 28, 2017. Thirty days have passed, and we have not received any comment from the public. The CX was also published locally on May 5, 2017; we not received any objection from the public within 30 -days of that publication. Therefore, the environmental review is complete. • Construction Permit The Department must issue a construction permit before any construction takes place. For an update on your construction permit, please contact your DNR Project Manager, Ms. Melissa Schlickerbernd, at (515) 725-8424 or email Melissa.Schlickbernd@dnriowa.gov. • SRF Front-end Documents A "Use of American Iron and Steel" (AIS) requirement was added to the SRF programs in January 2014. Some projects may qualify for exemptions or waivers. Before preparing bid specifications, please coordinate with your DNR Project Manager to determine your AIS status and the appropriate SRF front-end specifications to include. • Loan Process Page 169 of 323 If you have not already, you should contact Mr. Tracy Scebold at the Iowa Finance Authority at (515) 725-4922 or by e-mail at Trac .Scebold@iowa. ov to start the loan process. The City's bond counsel will advise you how to take out a bond and can help you with your loan paperwork. Note: If any changes are made to the project scope and/or location, please let us know as soon as possible so a determination can be made if additional documentation and/or review is necessary for SRF eligibility. I hope this helps you to know what your next steps should be. If you have any questions, please call me by phone at (515) 725-0992 or email me at Lee.Wa ner@dnriowa. ov. ILlotoo ner P ore of0000; or a ton Pla on or P r SLIP Noonop S arca Pr000.ovam EEL) Depa rtrn to N at LI r vovi rites 552 E. 9th Pt, Des Moines„ Pt 50319-0034. INV 11 I": 53.5-725— .iowasrfcom I'vravc F„Av Di a on _or( 2 Page 170 of 323 STATE OF IOWA DEPARTMENT OF NATURAL RESOURCES HENRY A. WALLACE BUILDING DES MOINES, IOWA 50319 CONSTRUCTION PERMIT City of Waterloo Attn: Brian Rath 715 Mulberry Street Waterloo, IA 50703 PERMIT NO.: 2016-0190-S FILE: City of Waterloo - Sewage RE: Dry Run Creek Interceptor PROJECT NO: S2015-0280 In accordance with the provisions of Section 4556.173.3 and 4556.174.4, Code of Iowa, and Rule 567--64.2(4556) or Rule 567-65.6(4556), or Rule 567--43.3(4556) of the Iowa Administrative Code, the Director of the Department of Natural Resources does hereby issue a permit for the construction of: A submersible type wastewater pump station with three submersible wastewater pumps (600 gpm at 54 feet TDH each), wet well, valve vault, gate & check valves, control enclosure building, trash basket, electrical equipment building, on-site standby emergency generator; metering manhole; air release manhole; 2,482 feet of 10 -inch sanitary sewer force main (196 linear feet of 20 -inch steel casing with 10 -inch force main); 5,934 linear feet of 24 -inch gravity sanitary sewer; 92 linear feet of 20 -inch gravity sanitary sewer; 2,399 linear feet of 18 -inch gravity sanitary sewer (235 linear feet of 30 -inch steel casing with 18 -inch gravity sanitary sewer); 43 linear feet of 8 -inch gravity sanitary sewer; 15 linear feet of 6 -inch overflow sanitary sewer; two 48 -inch sanitary sewer manhole replacements; one 72 -inch sanitary sewer manhole replacement; twenty-eight 48 -inch sanitary sewer manholes and all related appurtenances necessary to complete the project in accordance with the approved plans and specifications. The construction of the project shall be initiated within one year of issuance of this permit or this permit is no longer valid. Within thirty days after completion of construction, the permit holder shall submit a certification by a licensed professional engineer that the project was completed in accordance with the approved project documents. No construction activities shall be initiated unless an Iowa NPDES General Permit No. 2 for "Storm water associated with construction activities" is obtained from the department if the site disturbance and preparation equals to or exceeds one (1) acre. The issuance of this permit in no way relieves the permittee of the responsibility for complying with any other local, state, and federal laws, ordinances, regulations or other requirements applicable to this facility. Pursuant to Section 4556.174.4, Code of Iowa, you have the right to appeal any condition of this permit by filing with the Director of the Department of Natural Resources a notice of appeal and request for administrative hearing within thirty days of receipt of this permit. Contact Melissa Schlickbernd at 515-725-8424 or melissa.schlickbernd@dnriowa.gov with any questions or comments. FOR THE DEPARTMENT OF NATURAL RESOURCES CHUCK GIPP, DIRECTOR By cc: DNR Field Office #1 DNR Sewage File 6-07-90-0-01 (Waterloo) Ross A. Hillsman — AECOM (Waterloo) Plan Distribution: [1J Applicant; [1] Engineer; [1] DNR File; [ Field Office ENVIRONMENTAL SERVICES DIVISION Date: November 19, 2015 Page 171 of 323 Fields of Opportunities STATE OF IOWA TERRY E. BRANSTAD, GOVERNOR KIM REYNOLDS, LT. GOVERNOR November 19, 2015 Brian Rath City of Waterloo 715 Mulberry Street Waterloo, IA 50703 RE: Dry Run Creek Interceptor City of Waterloo DNR Project No. S2015-0280 Subject: Plans and Specifications Approval Dear Mr. Rath: DEPARTMENT OF NATURAL RESOURCES CHUCK G1PP, DIRECTOR The plans and specifications for the above referenced project are approved and Construction Permit Number 2016-0190S is enclosed. Our review was primarily to determine compliance with minimum sanitary engineering requirements and did not cover items such as quality of material, structural soundness, electrical and mechanical design features. Approval of the plans and specifications does not in any way release the applicant from the responsibility that the project will result in operable facilities when construction is completed. A copy of the approved plans and specifications for the project should be kept in the City Clerk's office for the purpose of official inspection. Any revisions made to these plans and specifications must be approved by this Department. Any deviations from approved plans or specifications affecting capacity, flow, operation of units, or point of discharge shall be approved in writing before such changes are made. We should receive three copies of all addenda (signed and sealed by Engineer) at the time of issuance for approval prior to the project bid opening date. If any revision is made to these plans and specifications prior to the construction date, we should receive three copies of change orders (signed and sealed by Engineer) for approval. Please feel free to contact me at 515-725-8424 or email melissa.schlickbernd©dnriowa,gov if you have any questions. Sincerely, Melissa Schlickbernd, P.E. Project Manager Wastewater Engineering Section Enclosure: Construction Permit cc: Ross Hillsman — AECOM (Waterloo) w/ Enclosure DNR FO #1 w/ Enclosure DNR Sewage File 6-07-90-0-01 w/ Enclosure 502 EAST 9th STREET / DES MOINES, IOWA 50319-0034 PHONE 515-725-8200 FAX 515-725-8202 owadnr gov Page 172 of 323 CITY OF WATERLOO Council Communication Resolution approving support for submission of Intended Use Plan and updating the Facility Plan to the Iowa Department of Natural Resources for the Titus (Midland Avenue) Lift Station and Force Main Project. City Council Meeting: 5/28/2019 Prepared: 5/22/2019 REVIEWERS: Department Reviewer Action Date Waste Muria a Y r lent bowman, brim Approved 5/22/ 2:4. P Clerk Office .Even. gin. I..,c_ n.n .Approve 22 2( :12 PM ATTACHMENTS: Description ▪ Mem' mo to Waterloo ayor an u.ne ml Lift o Titus i , ��....t S aticnn o ##2, 3a ▪ 3b SUBJECT: Submitted by: Recommended Action: Type Cover ..o C over ::3 ac .0 mteri.a .. 1.3 ackui m,teriai. Back up .. ... eriali. Bk up Material. ac .: up ateria :.. ackup Material Resolution approving support for submission of Intended Use Plan and updating the Facility Plan to the Iowa Department of Natural Resources for the Titus (Midland Avenue) Lift Station and Force Main Project. Submitted By: Brian Bowman, Waste Management Treatment Operations Supervisor Recommend approval of resolution supporting submittal of the Titus (Midland) Lift station Project to Department of Natural Resources Page 173 of 323 May 6 2019 CITY OF WA ERLOO, IOWA WASTE ANAGEMENT SERVICES DEPARTME 3505 Laston Ave. Wateroo, IA 50702 (319) 291-4553 Steve H oambrecker e o to W terloo M yor and City Council: RE: Support Pesolution, submittal of OUP) Inten Facility Plan to 1DNR for Titus (Midland Avenue) Project HP rector T ed Use Plan (IUP) updating Eft Station and Force main Back:round Discussion One of the required ,Consent Decree projects is to replacelupgrade the existing Titus Lift ttion. it will also rei irect the force main directly to the Park Road lift statio Tiiis project will relieve current hydraulic restrictions in the lift station service area and a regular 550 discharge at idiand an., all. The current force main discharges to the Virginia St lift station and this wti as well relieve capacity issues in that area as well. The professional services agreement with AECO f the design of this project was approve• in Septem r 2018. As design is being fin d itis necessary to get this project submitte or to the DNR and approve as part of our Intended Use Plan, which will enai le the project to be eligible for SRF funding. It is intended to be funded via the Sewer ii 11 • "Sing State Revolving Loan Fun Recommende Action tt is recommended that the city council approve the resolution supporting sub ittal of the Titus (Midland) LS project to DNR to be added to our IIJ P for the next su', dea,dline of 6/1/19. Page 174 of 323 1111111111111111111111111111 11111111111111111111111111111 1111111111111 111111 v 1111111111111111111111111 111111111111111111111 e AECOM #60590223 Prepared For: City of Waterloo 715 Mulberry Street Waterloo, Iowa 50703 Prepared By: AECOM 501 Sycamore Street, Suite 222 P.O. Box 1497 Waterloo, Iowa 50704-1497 May 2019 n Av AECOM 11111111111111111111111 n Page 175 of 323 „„„„„„„„. S 1111111111111111 M C NA ���RY A I 1 Y v N „„„„„„„„. AV F WA -11111 1111111111111111111 111111111111111111 11111111111111111111 N N 111111111111111111111 111111111111111111 111111111111111111 11111111111111111111 11111111111111111111 1111111111111111111111 MA N 111111111111111111 PREPARED FOR: CITY OF WATERLOO, IOWA PREPARED BY: AECOM MAY 2019 IIIIIIIIIII IIIIIIIIIIIIS IIII D A P 11111111111 111111111111 111111111111 N ',,,,,,, liffillifiwo , fESSIo .. . �*".. ROSS A. - HILL M . 1 5 � !Milt 11011 11 0 //,,,,, % " I hereby certify that this engineering document was prepared by me or under mydirectpersonal supervision and that I am a dulylicensed p Professional Engineer under the laws of the state of Iowa. , �,dmN May 22, 2019 Ri '� S A. ILL ��MAN, PE License No. 12985 Date My license renewal date is December 31, 2019. Pages or sheets covered by this seal: ALL Date Issued: Page 176 of 323 Preliminary Engineering Report Titus (Midland Avenue) Lift Station and Force Main City of Waterloo, Iowa TABLE OF CONTENTS EXECUTIVE SUMMARY INTRODUCTION PURPOSE SCOPE EXISTING CONDITIONS AND PROJECTIONS PLANNING PERIOD POPULATION EXISTING CONDITIONS ALTERNATIVES AND DESIGN CRITERIA 1 1 1 2 2 2 2 3 4 ALTERNATIVES 4 DESIGN CRITERIA 5 ENVIRONMENTAL ASSESSMENT 7 COST EVALUATION 7 ECONOMIC CONDITIONS AND FINANCING 7 RECOMMENDATIONS 8 IMPLEMENTATION SCHEDULE 8 LIST OF FIGURES Figure 1: Population Growth 3 Figure 2: Existing Titus Lift Station 4 APPENDIX 1 - APPENDIX 2 - APPENDIX 3 - APPENDIX 4 - APPENDIX 5 - APPENDIX 6 - TECHNICAL MEMORANDUM: PROPOSED NEW TITUS LIFT STATION AND FORCE MAIN TECHNICAL MEMORANDUM: CITY OF WATERLOO, IOWA, CAPACITY ASSESSMENT TECHNICAL MEMORANDUM: MODELING EVALUATION OF THE PROPOSED TITUS LIFT STATION EXISTING AND PROPOSED TITUS LIFT STATION DRAWINGS OPINION OF PROBABLE CONSTRUCTION COSTS PHOTOGRAPHS 60590223/400/404/Titus LS & FM Prel Eng Rpt-TEXT.docx May 2019 Page 177 of 323 Preliminary Engineering Report Titus (Midland Avenue) Lift Station & Force Main Waterloo, Iowa 11111111111111111111 IIIIIIIIIIIIIIM X IIIIIIIIIIIIIIIE ECU iv U w MARY The city of Waterloo, Iowa, (city) is the sixth largest city in Iowa and is located along the Cedar River in northeastern Iowa. The city operates a wastewater collection system that is comprised of approximately 400 miles of sanitary sewers; 9,300 sanitary manholes; 46,240 LF of force mains; and 26 lift stations. In October 2016, the city was issued a Consent Decree by the Environmental Protection Agency (EPA) and the State of Iowa to address Sanitary Sewer Overflows (SSOs) and sewer bypasses that the city has experienced. The collection system is classified by Service Areas (SAs), with SAs totaling fifteen (15). The collection system and the treatment plant are operated by the City of Waterloo Waste Management Services Department (WMSD). SA 10, located in the northwest portion of the sanitary sewer collection and pumping system, has been identified as one of the areas that requires attention due to high wet weather flow rates and the condition of the sanitary sewer system infrastructure in the area. The following are the primary objectives of the project: 1) To eliminate sanitary sewer and manhole surcharging in the area hydraulically upstream of the Titus Lift Station. 2) To provide sanitary sewer improvements to allow for growth in the Titus Lift Station basin in the northwest portion of the City of Waterloo A new lift station and force main are proposed to address these objectives. The new lift station will be constructed at the location of the existing Titus Lift Station. The Titus Lift Station currently pumps into the Virginia Avenue Lift Station and is undersized to address future needs. The new lift station is sized at 12 - foot diameter and approximately 27 feet deep, with a conventional valve vault and flow meter pit. The total anticipated cost of the project is approximately $5.1 million. This project is scheduled to begin in the spring of 2020, with anticipated completion in the fall of 2020 or spring of 2021. i NI OPUFZ01") SE N 11.11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 The city of Waterloo, Iowa, (city) operates a wastewater collection system that is comprised of approximately 400 miles of sanitary sewers; 9,300 sanitary manholes; 46,240 LF of force mains; and 26 lift stations. The flows collected are treated at the city's Water Pollution Control Facility under National Pollutant Discharge Elimination System (NPDES) Permit No. 0790001. The collection system is classified by Service Areas (SAs), with SAs a totaling fifteen (15). The collection system and the treatment plant are operated by the City of Waterloo Waste Management Services Department (WMSD). The city has experienced SSOs and bypassing during wet weather events, which led to the city being issued a Consent Decree (CD) by the EPA and the State of Iowa. Inflow and Infiltration (I&I) are the primary causes of the SSOs and bypasses. SA 10, located in the northwest portion of the sanitary sewer collection and pumping system, has been identified as one of the areas that requires attention due to high wet weather flow rates and the condition of the sanitary sewer system infrastructure in the area. (The location of the Titus Lift Station can be found 60590223/400/404/Titus LS & FM Prel Eng Rpt-TEXT.docx -1- May 2019 Page 178 of 323 Preliminary Engineering Report Titus (Midland Avenue) Lift Station & Force Main Waterloo, Iowa in the Technical Memorandum in Appendix 1 at the back of this report.) Reducing the hydraulic load on the area will help mitigate some of the concerns associated with sewer surcharges in this area. Furthermore, the Titus Lift Station Basin in northwest Waterloo is experiencing growth and will require sanitary sewer improvements to accommodate additional development. The purpose of this project is, therefore, twofold: 1) To eliminate sanitary sewer and manhole surcharging in the area hydraulically upstream of the Titus Lift Station. 2) To provide sanitary sewer improvements to allow for growth in the Titus Lift Station basin in the northwest portion of the city. A new Titus Lift Station, at the location of the existing Titus Lift Station, and a new 8,000 -foot long force main are proposed to meet the objectives detailed above. The existing lift station will be unable to provide the flows required to meet future development. The new location of the lift station will be the same as the existing Titus Lift Station. Unlike the current force main, the new force main will NOT be routed to the Virginia Lift Station but will be routed to a 36 -inch diameter gravity sewer main hydraulically upstream of the Park Road Lift Station. Appendix 1 shows the proposed lift station and force main routing. SCSPr The scope of the project is to install a new lift station and force main to relieve the pressure placed on the sewers of SA 10 and to provide sewer improvements to allow for growth in the Titus Lift Station Basin in northwest Waterloo. is Nc ' N NSA N BOJ NS 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 Since lift stations and associated facilities are typically intended to have a 20 -year design life, the planning period for the improvements will be 20 years for a design year of 2040, assuming the infrastructure will not be operational until 2020. PU r The 2010 population of the city of Waterloo was 68,406. Figure 1 below shows the population growth projected for the city. The design year 2040 population is estimated to be 71,797. 60590223/400/404/Titus LS & FM Prel Eng Rpt-TEXT.docx -2- May 2019 Page 179 of 323 4 Preliminary Engineering Report Titus (Midland Avenue) Lift Station & Force Main Waterloo, Iowa 7 1 r 73 1 E R FIGURE 1: Pop ula tion Growth Eixls rl NG CC The Titus (Midland Avenue) Lift Station is located at 2302 WCF&N Drive, which is at the intersection of Midland Avenue and WCF&N Drive in the northwest portion of the city. The Titus (Midland Avenue) Lift Station is a wet pit plus dry pit type wastewater pumping station originally constructed in 1955. Two (2) centrifugal pumps mounted on the base of the dry pit are connected by long shafts to vertical turbine motors located on the ground level floor of the pumping station. Based on recent VoluCalc flow monitoring equipment readings, Pump Nos. 1 and 2 each have a capacity of approximately 209 gpm. The force main serving the existing lift station is approximately 92 feet long, and discharges to a gravity sewer line on WCF&N Drive. The proposed future force main (approximately 8,000 feet in length) will convey wastewater from the Titus lift station to the Park Road Lift Station. The existing lift station is not equipped with an emergency generator or the ability to connect to a portable emergency generator. The existing Titus (Midland Avenue) Lift Station is shown in Figure 2 below. 60590223/400/404/Titus LS & FM Prel Eng Rpt-TEXT.docx -3- May 2019 Page 180 of 323 Preliminary Engineering Report Titus (Midland Avenue) Lift Station & Force Main Waterloo, Iowa A 1.1 krjligul,!)UIi rV!'dlllllNd4��y6°Ifrdr7N���INWIIImIII)) r,'i��;lm�llll lr�lglil WC.'°IIII' 1 I� (�11111ii' I II II Ill 1 1111111111111111111111111 1011 II 1 1111 II 111111 I L.. Ile 111111111 11 11111 ON 1141f11Iff01f11111111111111111111111 11 11111111, ill 11 � flI J, u11.9hIIXfip Ilulll b y� uhllVnllll auu, puu,u1 „16111VW 1 11 ^1 IBI'mn 1114Wa^R:"IPI NN1 up,11up, NIy11 �I�i'.1h VI' 1111111 111 SII IIJJ I IIIIIIIIIIIIIIIIIIIIIIIIIII ;11'gl��g�lili ',r , f Ill IIIiIIIIIIIIIINI��I .luuuuuul ., IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIV,1111111 y JIJI�II1 � 1,x,1{�It,�l� II �1���1:a11J 1111111 ��� i �Ilf . ■ ^Poi o1If1II111111111111111VIfffffff11i1lPhY1Vlp' q N1 ti iruef mym > 16y1W11 - II 11IIIII1,IY1,PI@1! 410011,11 IPIhId116YVIuI�IVdumdIIIID ';;, I,,^NgpIP",�"Nw �V1+„ udr��flIIVIlum tlM,h III �YYINo wwri� V, ow1d11ula1N m1ulul; ��1� � �j 1A11111N11111,1lll11 1111 l A 1 �111111111�111111111111111. FIGURE 2: Exi ting Tit// IS Lift Station R NAT V 11111F1 S A N 11111 1111111 v R IA 1�I Nho11''I(I” , IIuu1Vp(�i�l ug91n7111�1 101 IIIIIYiV�� , The alternatives developed for the project and design criteria of the selected alternative are detailed below. Pd„„„„„."11-E OFR, NAFIVES 1) Continue With Existing Conditions: The Titus (Midland Avenue) Lift Station is at its current capacity and will be unable to meet future flow requirements, as determined for growth. Also, the station was constructed in 1955 and is, therefore, over 60 years old. Due to these reasons, this alternative was not given further consideration. Appendix 4 provides profile and plan views of the existing Titus Lift Station. 2) Replacement of Existing Station with a New Station and Continued Discharge to Gravity Sewer Adjacent To Lift Station: This alternative, although it may meet the demands put on it by the proposed new development and likely be less expensive than Alternative 3 discussed below, will not be able to ease the surcharged flow experienced throughout the downstream portions of SA 10. This alternative will exacerbate the problem in SA 10 since future flows arriving at the downstream lift stations on Virginia Street (after the development has taken place) will be higher than flows from the current lift station. The Virginia Street Lift Station is already undersized for wet weather flows. Due to these reasons, this alternative was not given further consideration. 3) Replacement of Existing Station, Along With New Force Main: This alternative involves the replacement of the existing station with a new lift station having the ability to pump future flows, and a new force main which will bypass the Virginia Street Lift Station conveying flows to the Park Road 60590223/400/404/Titus LS & FM Prel Eng Rpt-TEXT.docx -4- May 2019 Page 181 of 323 Preliminary Engineering Report Titus (Midland Avenue) Lift Station & Force Main Waterloo, Iowa Lift Station hydraulically downgradient of the Virginia Street Lift Station. The Park Road Lift Station was originally sized to accommodate flows from a fully -developed SA 10 and has adequate capacity to accept the flow from the current study area. It is proposed that the existing Titus (Midland Avenue) Lift Station be replaced with a new wet pit only pumping station containing a set of three (3) submersible pumps. A valve pit for isolating each pump for service and for the installation of check valves to prevent backflow will be installed adjacent to the wet well. An example of a wet pit type lift station containing submersible pumps can be found in Appendix 4. The new Titus (Midland Avenue) Lift Station will be equipped with a permanently installed emergency generator. This alternative was selected and is discussed in detail in the following sections. DI m;1 For purposes of this report, it is anticipated that future development will be similar to existing. In addition, it is anticipated that peak flow rates would be a minimum of 4.0 times the average, based on a flow curve from Iowa DNR relating peak factors to the size of a service area. Flow rates, for the purposes of this report, were based on the following: Current Developed Area 1,843 Acres Current ADW Flow Rate 1.60 cfs = 718 gpm Future Developed Area 2,435 Acres Future ADW Flow Rate 2.11 cfs = 947 gpm Peaking Factors 4.0 Industrial Areas; 10.0 Parks; Open Spaces; Schools; Hospitals; Government Facilities Peak Flow Rate 3.94 cfs = 1,770 gpm Land -use projections were developed from the City Zoning Map and future land -use information (refer to Appendix 2). A summary of the current and proposed land use in the study area, along with the associated flows, are shown in Appendix 2. Flo11i°° : The upstream end of the proposed improvements is a new lift station located at the site of the existing Titus Lift Station. The gravity flow sanitary sewer network connected to the new Titus Lift Station will be the same as the existing lift station. The downstream end of the proposed improvements is a force main connection to the existing 36 -inch diameter gravity sanitary sewer located at the intersection of Broadway Street and Newton Street. The proposed new lift station and force main alignment is shown in Appendix 1. Sys11„,m Sizing: The system sizing is somewhat complex because it needs to be adequately sized to projectedserving serve the future needs; however, it must also be effective in the current flows which are substantially lower than future flows. To accomplish this, it may be necessary to design the system in anticipation of future expansion(s) to accommodate future increases. Appendix 3 of this preliminary engineering report contains a modeling evaluation of the proposed Titus Lift Station. N11 /` The location of the current Titus Lift Station is the recommended location for the new lift station. The existing Titus Lift Station plans (Appendix 4) and photos (Appendix 6) show the key components of the existing system. The new lift station will be significantly larger than the existing lift station. Plans call for keeping the existing lift station in service during construction of the new lift station. 60590223/400/404/Titus LS & FM Prel Eng Rpt-TEXT.docx -5- May 2019 Page 182 of 323 Preliminary Engineering Report Titus (Midland Avenue) Lift Station & Force Main Waterloo, Iowa The current Titus Lift Station has two (2) pumps, each with a rated capacity of approximately 209 gallons per minute (GPM) per pump. The existing lift station has adequate capacity for the current flows; however, it is inadequate for the projected development of the area, and the existing force main needs to be rerouted to reduce wet weather flow problems. The new lift station will be sized to accommodate three (3) pumps with variable frequency drives (VFDs) to accommodate the flow ranges anticipated at the lift station. The lift station will pump future estimated flows of approximately 1,800 gpm (+1- 4.0 cfs) with any one pump out of service. The proposed lift station is sized at a 12 -foot diameter and approximately 27 feet deep (same depth as the existing Titus Lift Station). A conventional valve vault and flow metering pit is also proposed as part of the improvements. A preliminary layout of the proposed lift station is included in Appendix 4. The static head (difference in elevation) between the lift station and the discharge location near the intersection of Broadway Street and Newton Street is approximately 10.0 feet. The length between the two points is 8,000 feet. The pumps will need to be sized to overcome the 10.0 -foot static head and the friction losses (dynamic head) over the flow range(s) anticipated for the area served. Based on the preliminary pump selection, it appears that there is a need for approximately 70 horsepower pumps to serve the flows projected at the new Titus Lift Station. The lift station will be sized for three pumps, with one as a stand-by. The new lift station will include controls, alarms and stand-by power. The alarms will be connected to the Supervisory Controls and Data Acquisition (SCADA) system at the Water Pollution Control Facilities (WPCF) for monitoring purposes. Alarm conditions will be sent to the WPCF; however, it is not intended that the operation of the lift station will be done remotely. The force main sizing will be coordinated with the actual pump selection; however, for purposes of this report, we accepted a 12 -inch force main. This sizing provides adequate velocities for maintaining solids in suspension under most flow conditions without creating excessive head loss in the system. The force main will carry the flow from the new lift station to a 36 -inch diameter gravity sewer line upstream of the Park Road Lift Station. Aerial photos of the general corridor are included for reference in Appendix 1. The majority of the force main is proposed to be constructed within existing rights-of-way along Broadway Street. The aerial photos included in Appendix 1 show the routing of the proposed pipe. The final alignment considered the current developments and utilities; and there is sufficient area to accommodate the force main through the corridor. Additional easements are not anticipated. 60590223/400/404/Titus LS & FM Prel Eng Rpt-TEXT.docx -6- May 2019 Page 183 of 323 Preliminary Engineering Report Titus (Midland Avenue) Lift Station & Force Main Waterloo, Iowa 11111111111111111111 NV N NI """'" """A _ Ass .SS M NflT A majority of the project lies in previously disturbed areas in the form of road right-of-way. Construction of the proposed alternative will disturb existing lands, but a majority of those will be replaced back to their original condition after the project is complete. The majority of the work is below -grade piping, with minimal to no above -grade construction with the exception of the lift station and associated structures. A review of the National Wetlands Inventory maps for the area does not indicate the presence of wetlands. Despite this, any areas that constitute storm water drainage or show higher -than -usual water retention shall be bored under without impacting surface characteristics within the area. Other environmental impacts are also anticipated to be minimal. Vegetation removed as part of the project will be addressed via installation of erosion stone and seeding onto erosion control blankets after the subgrade work is complete. Storm water erosion during construction will be managed via silt fences. No major impacts, other than those typically associated with this type of construction, are anticipated with regard to water quality, soils, geology or air quality. os noon_ -- VAIMIIIIMMIMII A N A preliminary opinion of cost was developed for the project and is included in Appendix 4. Preliminary construction costs were calculated to be approximately $4.185 million. After including legal and engineering fees, the total costs for this project are estimated to be approximately $5.1 million. 11111111111111111111 N w is 0 N 0 Ns A N 1111111111111111 NA NC G „„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„, According to the US Census Bureau, the median household income for Waterloo, Iowa, is $41,461, with per capita income at $22,628 (2014 dollars). The current sewer system has approximately 70,000 connections. The collection system is funded via use fees established by the city of Waterloo City Council. The current rates for typical non -industrial users are based on water meter readings and were adopted in July 2015. Prior to adopting these rates, $11.1 million was generated in FY 2014. This includes fees paid by Tyson and Twin City Tanneries, the two major industrial loads. The new rates are anticipated to generate approximately $1.5 million in additional funds for the Waste Management Services budget. There are multiple options that may be used for funding the project. These include, but are not limited to, General Obligation (GO) Bonds, Sewer Revenue Bonds, United States Department of Agriculture (USDA), Community Development Block Grant (CDBG), Special Assessments, and the Clean Water State Revolving Fund (CWSRF). The city is in the process of developing an application to apply for the CWSRF loan; this facility plan will be part of that application. The CWSRF is a loan program administered by the Iowa Finance Authority and the Iowa DNR. SWSRF loan funds can be used by municipalities and sanitary districts to finance the design and construction of publicly owned wastewater treatment and conveyance improvements. The CWSRF offers low interest loans (currently at 1.75%). The loans are similar to revenue bonding since user charge revenues are normally used to secure the loan. In addition to the interest, the loans have an initiation fee of 1% of the loan agreement amount and a servicing fee of 0.25% of the outstanding loan principal. Each loan must be secured by a bond to assure parity with other local debt. This bond can either be a Revenue Bond or a GO Bond. For revenue -secured loans, the coverage requirement is 110% 60590223/400/404/Titus LS & FM Prel Eng Rpt-TEXT.docx -7- May 2019 Page 184 of 323 Preliminary Engineering Report Titus (Midland Avenue) Lift Station & Force Main Waterloo, Iowa of the amount needed for debt. The improvements will likely be funded in the long term (SRF loan installments) using the Waste Management Services budget. As mentioned previously, the cost for the project is anticipated to be approximately $5.1 million. VI VI NJ JA' NS Based on the analysis provided here, it is recommended that the city proceed with the installation of a new lift station and force main to help relieve loads on SA 10 and to allow for future growth in the area. i VI P NI"""" -A"1" - N SC H U L IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII The project is scheduled to begin in the spring of 2020, with anticipated completion in the summer or fall of 2021. 60590223/400/404/Titus LS & FM Prel Eng Rpt-TEXT.docx -8- May 2019 Page 185 of 323 N A TUS N 11111111111111 JA N \AA N Page 186 of 323 AECO Imagine it. Delivered. Technical Memorandum To AECOM 612-376-2000 tel 800 LaSalle Ave 612-376-2271 fax Suite 500 Minneapolis, MN 55402 Ross Hillsman, PE Page Page 1 of 10 CC Subject Proposed New Titus Lift Station and Force Main From John Lapointe, PE; Ben Klaus, PE Date March 21, 2019 AECOM Technical Services, Inc., (AECOM) was retained by the City of Waterloo, Iowa, to design a new Titus Lift Station and Force Main to replace the existing infrastructure. The analysis included reviewing the existing flow path, determining the location for the new force main, and pulling records from the City of Waterloo for use in modeling the new flow quantities through the existing infrastructure. Figure 1 shows the location of the existing Titus Lift Station in the City of Waterloo. Figure 2 shows an overview of the proposed route for the new force main. Figures 3 through 8 are enlarged views of segments of the route. Currently, wastewater pumped by the Titus Lift Station flows generally by gravity toward the Park Road Lift Station. A short force main from Titus empties into a manhole (see Figure 3) and flows via 12" sewer main for approximately 1,750 feet into a collection manhole near the intersection of West Donald Street and Longfellow Avenue (see Figures 3 and 4). It then gravity flows at 15" south, under the Canadian National Railroad (CNR) tracks and Broadway Street for approximately 2,000 feet into a collection manhole just north of the Virginia Street Lift Station, then flows at 18" into Virginia Street (see Figure 5). After exiting the force main from Virginia Street, it gravity flows at 18" back to the northeast, past Broadway and the CNR where it flows southeast. Near the intersection of Broadway Street and West Parker Street, the sewer crosses the CNR track and flows into a collection manhole east of the bend in Broadway Street (Manhole ID 10-9-48 per Model ID from Waterloo Database, see Figure 6). This stretch is approximately 5,000 feet. This manhole serves as the collection point for three other lines, and the flow continues south at 36" along Broadway Street. This line continues for approximately 3,400 feet and gravity flows into a collection manhole northwest of the Park Road Lift Station (see Figures 7 and 8). One other sewer line enters this manhole, and the flow exits at 48" into the Park Road Lift Station. Proposed Route of New Force Main — South of Broadway Street The proposed route for the new force main from the Titus Street Lift Station would flow generally on the south side of Broadway Street. This was chosen due to the relative openness of the area for ease of access. The 12" force main would extend southwest from the Lift Station perpendicular under the CNR tracks and Broadway Street inside of a steel conduit, in accordance with Canadian National Southern Region design standards for crossings, and would continue in a southeast direction (see Figures 3 through 6) for a total force main length of approximately 8,000 feet. The force main would then angle into the existing Manhole 10-9-48. From Manhole 10-9-48, flow continues by gravity through existing sewers toward the Park Road Lift Station (see Figures 6 through 8). Page 187 of 323 AECOM 2 Potential Issues of Proposed Route There are some issues that may need to be further investigated or simply be made aware of in preparation of the new force main. The existing Manhole 10-9-48 currently has three other influent lines and one exiting. The diameter and condition of this manhole is unknown and would need to be collected. Manhole 10-9-48 has the following characteristics based on the provided Waterloo database: • Diameter = Unknown • Condition = Unknown • Rim Elevation = 855.09 • Total Depth = 13.2 feet • North Pipe Invert = 841.89 • Northwest Pipe Invert = 841.94 • West Pipe Invert = 842.68 • South Pipe Invert (exiting) = 841.88 Alternate Proposed Route and Potential Issues The other possible route for the new force main is to travel on the north side of Broadway Street instead of on the south. This route would require the force main to be installed next to and cross the CNR track three times. There is also limited space between the CNR tracks and adjacent properties, which could require an easement on the properties. Additionally, there are several bodies of water approximately 4,000 feet from the Titus Lift Station which may need to be avoided. Finally, at Manhole 10-9-48, the existing pipes from the north and northwest would need to be taken into consideration when drilling underneath the CNR tracks toward the manhole. Further Consideration — Hackett Road/Cattle Congress Lift Stations Other work on a northwest interceptor on the west side of the river is being considered. This work would result in the removal of between 150,000 and 200,000 gallons per day from Manhole 10-9-75 (see Figure 7), lessening the demand on the Park Road Lift Station. This would counteract the potential future increases from the proposed new Titus Lift Station. 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V1,11111111111 X1111111°I d' ''�R111111111111111111111111111111 X1,0001110 11 111111111 IIIII 1111111011,1,10,0010, 111Id0') °V000,11, "'1111!iliii'w 11Nm 1p„ .0111100lIlh 01.. ,Ip.lu"I0, 101 � 1111 �� ,?I11aI,11i;iIIVIVIY111,111 dllil111iii�1111111n1'Iii�II'1 x111,110ui11111 I � ijil!IIl�ill11411�1'I''1'��'1'1''�����'�'���'������������� uuNI'�IINMIpuu 1111111,10"0 " IIIIIIIIIIII011 pxw•8 ain61d\sn}Il £ZZ06909\s}oafad-80oa0 deWo,\sio\somsliodeauulim 0 41ed luawnooG W d OZ b£ 6 6 1 OZ/8Z/£ Panes a1e0 TY WAT A N WA, UA IAC """"'SS M Page 197 of 323 AECOM Memorandum To Ross Hillsman AECOM 414.944.6080 tel 1555 N RiverCenter Drive, Suite 214 414.944.6081 fax Milwaukee, WI 53212 CC Page 1 Subject City of Waterloo Iowa Capacity Assessment AECOM Project No. 60514708 From Chuck Boehm / Ashley Leisgang Date September 20, 2017 Background / Scope of Work On October 26, 2015, the City of Waterloo entered into a Consent Decree with United States and the State of Iowa. The express purpose of this was for the City of Waterloo to take measures to achieve compliance with the provisions of the Clean Water Act (CWA), the Iowa pollution control laws, and applicable federal and state regulations, as implemented by the City's National Pollutant Discharge Elimination System (NPDES) Permit, with the goal of eliminating sanitary sewer overflows (SSOs), building back-ups and prohibited bypasses. To date, the City has made great strides to fully comply with the requirements of the Consent Decree (CD) and has met compliance deadlines. The City hired AECOM to conduct comprehensive modeling of the City's sanitary sewer system as outlined in Appendix 7 of the CD. The model was developed using XP-SWMM and includes sanitary sewers of 8 -inches and larger in diameter and approximately 20 lift stations. The model was calibrated to dry and wet weather monitoring events and the system performance was then analyzed under 2-, 5-, and 10 -year, 6 -hour, event based storms. The full scope and details of the analysis can be found in the "Sanitary Sewer System Modeling" Final Report (AECOM, August 31, 2016). The calibrated models form the baseline of current system performance and will be used to assist in guiding the City toward future compliance. A requirement outlined in Appendix 8 of the CD is that the City must use the calibrated model and other resources to conduct a capacity assessment of its sanitary sewer system. The capacity assessment must evaluate system performance under existing and future projected flows (projected 20 years from the effective date of the CD or roughly 2035) for the same three event based design storms modeled previously. The results will then be compared to reported problem areas, prioritized, and analyzed for potential remedial measures. The City was required to assess the capacity of the sanitary sewer system in Service Areas 15 and 16 by September 30, 2016, and report the results to DOJ/IDOJ/EPA by December 31, 2016. The "City of Waterloo, IA Service Area 15/16 Capacity Assessment Memorandum (AECOM, September 30, 2016) was developed and incorporated into the Sanitary Sewer System Capacity Assessment Interim Report on Service Areas 15 and 16 (AECOM, December 2016). The reporting structure \\usmwklfs001\prod\Data\Projects\60514708\400_Technical\450_Modeling\Memo\City-Wide Service Area Assessment Capacity Assessment\City-WideCapacityAssessmentMemo-20170920.docx Page 198 of 323 AECOM 2 followed the Sanitary Sewer System Capacity Assessment Report Template found in Appendix 8 of the CD. Additionally, the City is required to assess the capacity of Service Areas 18 and 19 and report the results in the Master Plan to be submitted by December 31, 2017. All other Service Areas shall be assessed in accordance with the CMOM Program and reported annually to the EPA/IDNR. Based on the requirements of the CD and the City's desires to move forward with strategic City- wide sanitary system improvements, the City elected to evaluate the impact of future flows in the model for all Service Areas. This technical memorandum documents the modeling assumptions, analysis and results assessing the capacity of the existing system under future land use conditions for all Service Areas in the City (less 15 and 16 which were reported separately). Eight Service Areas (10, 11, 14, 15, 16, 18, 19, and 23) have future development and related flows added to them as described later in this memorandum. The other seven Service Areas (12, 13, 17, 20, 21, 22, and 99) do not have future land use areas associated with them directly but may be impacted by surrounding development as flows are generated in other areas and routed through the sanitary sewer system. These results will be used to update the Interim Capacity Assessment Report, creating a Final Capacity Assessment Report which will then be incorporated into a Sanitary Sewer Master Plan. The reporting structure for the Master Plan will follow the Sanitary Sewer System Master Plan Template found in Appendix 9 of the CD. Summary of Analysis Land Use Future land use for the projected 20 -year period was provided by the City from their "Waterloo, Iowa Comprehensive Plan Update" February, 2003 and as updated. The updated land use map is included in the Attachment 1 of this memorandum (named Figure 14 and dated 12/11/09) as provided from that report. Land use mapping and supporting information from that study was used to add sanitary basins in the model to generate additional flow under future conditions. The future land use mapping information was used to identify areas that were not included in the original model because they were outside of the existing service area boundary. Larger undeveloped areas within the existing service area boundary that were included in the original model as undeveloped but identified as having a future developed condition were also added to the model to reflect the infill land use condition. The existing conveyance system was not altered or expanded during the future conditions analysis. AECOM utilized existing topographic information overlaid with the land use mapping to identify likely locations where the expanded service area land area would connect and identified those as new inflow points to the sanitary system. Figure 1 included in Attachment 1 of this memorandum displays the future land use areas incorporated into the analysis for all Service Areas along with their inflow location nodes (tabular data is also included in Attachment 2). For example, future industrial development is expected between West Washington Street and Diagonal Street that would contribute flow to Service Area 10. That area was broken up into two land areas of 58.1 acres and 12.4 acres and applied to the model in nodes 10-12-62 and 10-2-58 respectively based on grade and proximity to existing infrastructure as identified on Figure 1 and listed on the second and sixth lines of Attachment 2. \\usmwklfs001\prod\Data\Projects\60514708\400_Technical\450_Modeling\Memo\City-Wide Service Area Assessment Capacity Assessment\City-WideCapacityAssessmentMemo-20170920.docx Page 199 of 323 AECOM Flow Components 3 For each identified land use area, the dry weather flow contribution for that land use must be established. The initial source for this process was the Iowa Wastewater Facilities Design Standards Chapter 12 of the Iowa Standards for Sewer Systems (last amendment May 20, 1987). That document identified design flows for commercial lands as 5,000 gpd/acre, industrial lands as 10,000 gpd/acre, and residential lands as 100 gpcd and development densities for single family (low density), multi -family (medium density), and multi -family (high density) of 10, 15, and 30 people per acre respectively. The City's land use plan contains a variety of potential land uses not specifically identified in the Iowa Standards (such as parks, airports, schools, hospitals, variations on commercial types of land uses, etcetera). Other resources were reviewed for guidance in developing flow values for these specific types of land use including the Metcalf and Eddy/AECOM 5th Edition "Wastewater Engineering Treatment and Recovery" textbook and other municipal/state manuals such as the City and County of Denver Department of Public Works "Sanitary Sewer Design Technical Criteria Manual" (revised March 2008). Different flow values were used for some of the land uses than suggested in the Iowa State Standards. Commercial and industrial suggested flows values are higher than what was used in the existing calibrated model. The Iowa State Standard does indicate that lower design values may be approved by the executive director for known or measured flow rates. Based on the initial analysis and results of the impact of future flows on the existing system for Service Areas 15, 16 (as well as preliminary analyses for Service Areas 18, and 19) conducted in 2016, the City has elected to use flow rates that are more aligned with what was used in the calibrated model for all Service Areas, since they are based on actual data. The flow design flow rate used for commercial and industrial lands is 1,000 gpd/acre. This is the maximum calibrated flow value from the existing conditions model. The calculated residential land use flow was also slightly different (higher) then the suggested flow value. The people per household was calculated for the City of Waterloo by taking the population of the City and dividing it by the number of houses, this equated to 2.32 persons per house. That value was then multiplied by 100 gpcd and the number of units per acre for the corresponding residential land (6 units/acre for Low Density, 10 Units/Acre for Medium to High Density) to arrive at the flow values used. As development occurs, the City will evaluate each on a case by case basis in accordance with the available system capacity and requested level of development. Following a review of potential individual land use flows, the land use categories from the updated Comprehensive Land Use Plan map needed to be defined. In some areas, the land use map identifies a single land use and that corresponding land use flow value will be applied in the model. In many other cases, the areas are described as a mix of land uses and a mixed flow contribution must be developed. Table 1 lists the various land use categories identified on the land use map and the percentage of each land use assumed based on the description, the corresponding flow values for discrete land uses and the resulting weighted flow value per acre. Three daily diurnal patterns were selected for use in distributing the average daily flows to the time based model. Residential flows are based on flow monitoring at meter location 15-4-1 which was metering a predominantly residential area. Two additional meters were selected to represent the daily flow patterns of commercial (22-6-3) and industrial (10-9-3). These meters monitored largely commercial and industrial areas, respectively, but do contain more of a mixed land use. \\usmwklfs001\prod\Data\Projects\60514708\400_Technical\450_Modeling\Memo\City-Wide Service Area Assessment Capacity Assessment\City-WideCapacityAssessmentMemo-20170920.docx Page 200 of 323 AECOM Table 1: Flow Rates by Land Use Map Designations 4 Category from Comprehensive Land Use Plan (2009) Percentage of Land Use Land Use Flow Value per Acre (gpd) Applied Flow Value per Acre (gpd) Agriculture Vacant 100% Agriculture 0 Agriculture, Residential (possibly) 100% Low Density Residential 1400 1400 Business Park: Professional Offices, Commercial with Compatible Light Industrial 50% Professional Offices 1000 1000 50% Light Industrial 1000 Commercial 100% Commercial 1000 1000 Industrial 100% Light Industrial 1000 1000 Low Density (1 & 2 Family) 100% Low Density Residential 1400 1400 Mixed Commercial: Medium to High Density Residential; Professional Offices; Neighborhood Commercial 33% Medium to High Residential 2300 1400 33% Professional Offices 1000 33% Neighborhood Commercial 1000 Mixed Residential: Low, Medium, High Density Residential; Professional Offices 25% Low Density Residential 1400 1800 50% Medium to High Residential 2300 25% Professional Offices 1000 Parks, Open Spaces, Schools, Hospitals, Government Fac., Public Areas, Airport 20% Parks 50 600 20% Open Space 50 20% Schools 1000 20% Government Facilities 1000 20% Hospitals 1000 Semi -Public, Utilities, Hospitals 100% Hospitals 1000 1000 The Iowa Standards document also has a graph located in Appendix I representing the peaking factor expected to be used for analysis of wet weather flows and is included in Attachment 2 of this memorandum. The graph compares the Ratio of Peak to Average Daily Sewage Flow compared to Population. Since our expanded land use areas are primarily in the outer edges of the service area, an initial peaking factor of 4.0 was used as the target. \\usmwklfs001\prod\Data\Projects\60514708\400_Technical\450_Modeling\Memo\City-Wide Service Area Assessment Capacity Assessment\City-WideCapacityAssessmentMemo-20170920.docx Page 201 of 323 AECOM 5 In XP-SWMM, the peak wet weather flows are created through a combination of the dry weather flow and area contribution, an internal peaking factor/modifier, and the design storm event pattern and rainfall. The parkland areas did not achieve the targeted 4.0 peaking factor but rather only 1.5. Due to the small flow contribution this was not considered to be a concern. Additionally, the peaking factor for the mixed land use of parks, open spaces, schools, hospitals, government facilities, public areas, and airport, exceeded the targeted 4.0 peaking factor. The resulting peaking factor for this combination of land use is approximately 10. This is conservative and impacts about 8% of the total land use areas added to the model. Attachment 2 of this memorandum summarizes the flow data input for each of the future land use areas incorporated into the model by node location. Evaluation of the Impact of Future Development on the Existing Sanitary Sewer System The information described in prior sections of this technical memorandum was incorporated into the calibrated wet weather model created for the Sanitary Sewer System Modeling Final Report (AECOM, August 31, 2016) and saved as the new future conditions model. Peak wet weather flows were simulated in XP-SWMM through a combination of the dry weather unit area flow, land area contribution, an internal peaking factor/modifier, design storm event pattern and associated rainfall amounts. The same three event based storms noted in Table 2 and analyzed in the 2016 Sanitary Sewer System Modeling Final Report using the Rainfall Frequency Atlas of the Midwest ("Bulletin 71") dated 1992 by the Midwestern Climate Center and the Illinois State Water Survey were run to evaluate the performance of the existing sewer system under future conditions for planning purposes. Table 2 — Event Based Storms Recurrence Interval Duration Rainfall Total (inches) 2 -year 6 -hour 2.18 5 -year 6 -hour 2.75 10 -year 6 -hour 3.23 Attachment 3 of this memorandum contains Figures 2 through 4 showing the capacity condition of the sanitary sewer system under existing conditions for the 2, 5, and 10 -year events respectively. Attachment 4 of this memorandum contains Figures 5 through 7 showing the capacity condition of the existing sanitary sewer system under future flow conditions for the 2, 5, and 10 -year events respectively. Each figure illustrates if a manhole (and associated connecting sanitary sewer pipe) is not surcharged (not over capacity — shown in green), is surcharged (above full pipe flow capacity — shown in orange) or surcharged above ground (above capacity and flooding out of the system — shown in red). The impact of the increased flows on the existing system varies depending on proximity to the new development. Areas closest to the new development, especially those areas associated with larger \\usmwklfs001\prod\Data\Projects\60514708\400_Technical\450_Modeling\Memo\City-Wide Service Area Assessment Capacity Assessment\City-WideCapacityAssessmentMemo-20170920.docx Page 202 of 323 AECOM 6 areas of potential future development are projected to experience a larger increase in flows. Downstream areas are less impacted due to the inability of the upstream pipes to convey the flows downstream in some instances, attenuation of flows in the system and often greater capacity typically due to larger pipe sizes. Some sanitary sewers that are not in close proximity to the areas of potential future development see little to no impact of the added flow to the system. The following paragraphs describe the areas of the sanitary sewer system that exhibit surcharging under future flow conditions for the 10 -year, 6 -hour design storm event. When reviewing the information in the following paragraphs, it is important to keep in mind the following items: 1) The focus of the following paragraphs is on sanitary sewer system areas predicted to be surcharging based on the computer model analysis of potential future conditions. 2) In some instances surcharging areas are related to problems that are also predicted under existing conditions (many of which are worsened under future flow conditions) and the City of Waterloo may already be working on improvements to mitigate known problems. 3) In some instances, the level of surcharging may be deemed acceptable if the hydraulic grade line (level of surcharge) is deep enough below the ground surface that it is not likely to cause basement backups or other unacceptable conditions. A thorough analysis and classification of the sewer system surcharging as acceptable or unacceptable was not completed as part of this memorandum because insufficient information was available on critical elevations such as basements. (While historic basement backups are considered when evaluating problem areas, a specific basement flood risk analysis was not a task identified in Appendix 7 of the CD.) 4) It is highly probable that the extent of system improvements necessary to correct sanitary sewers with unacceptable surcharging will extend further downstream in the system than the areas described in the following Capacity Constraints section of this memorandum. This is because improving capacity in an upstream location to convey flows more efficiently often results in required improvements downstream due to the elevated flows in the system. 5) When a manhole surcharges above the rim to ground level, flow is lost from the system in the model. In some instances, surcharging elevations associated with a node where future land area was added to the model may be overestimated since the land area and flow was added without additional sewer network to distribute and attenuate flows. In the future, as alternatives are evaluated and the model is modified to accommodate the future flows, adding an expanded sanitary sewer interceptor system to the model and distributing the future flows throughout the network will aid in the evaluation of required sewer system improvements. Capacity Constraints The future flow analysis illustrates that at the level of potential future land use development presented in the City, there are locations in the system that are problematic without improvements to the sanitary sewer system. Areas that are predicted to be more severely impacted by the potential future development are described. The specific details of the performance of the system at any specific manhole location based on the various models are provided to the City as a part of the master planning process for review and use in future planning efforts. Not all of the service \\usmwklfs001\prod\Data\Projects\60514708\400_Technical\450_Modeling\Memo\City-Wide Service Area Assessment Capacity Assessment\City-WideCapacityAssessmentMemo-20170920.docx Page 203 of 323 AECOM 7 areas are described within this report, only service areas that experience noticeable impacts due to future flows. The service areas are broken out into geographic areas for the discussion purposes. Service Area 10 North Section The north section is described as being roughly the area associated with W. Airline Highway and to the north, with primarily industrial, parks, and some low density residential areas modeled as future growth. The north section has future land use incorporated into the model at 8 locations. Of these eight, four of them are predicted to cause surcharging above the rim of the manhole at the location where the additional land area was added to the model. One location is at the intersection of W. Airline Highway and Jordan Street, while another is located off of the onramp to US 218 near Airport Boulevard. The other two locations are off of Airport Boulevard between Betsworth Drive and Midport Boulevard. There is another manhole in the area that is predicted to surcharge above the ground on Airport Boulevard just south of Midport Boulevard. Predicted surcharging along W. Airline Highway ranges from about 0.3 -feet to 1.0 -feet from the ground near Leversee Road to 4.8 -feet to 8.1 -feet from the ground near Heritage Road. North of W. Airline Highway around Airport Boulevard and side streets, the surcharge ranges from 0.4 -feet to 5.1 -feet from the ground. The sanitary sewer approximately 400 feet east of Wagner Road is predicted to surcharge between from 4.8 -feet to 11.4 -feet from the ground from W. Airline Highway towards the north respectively. Middle Section The middle section, south of W. Airline Highway and north of W. Parker Street, has primarily commercial, low density residential, and agriculture with the possibility of residential as future development areas. This section has eight locations where future land use was added to the model. One location is predicted to surcharge over the rim of the manhole on WCF and N Drive north of Dodge Street. There is also another manhole at the intersection of WCF and N Drive and Dodge Street that is surcharging above the rim in the model, as well as, a cluster of five manholes off of Broadway Street east of Wagner Road. Near where Diagonal Street meets Wagner Road, there is a surcharge range of 12.7 -feet to 10.2 -feet from the ground. Then continuing down Broadway Street southeast towards Grandview Avenue, the surcharge range is 5.7 -feet to 7.7 -feet from the ground. The north end of WCF and N Drive has a range surcharge of 3.4 -feet to 7.0 -feet from the ground while the south end of WCF and N Drive has a range surcharge of 4.0 -feet to 6.2 -feet from the ground. Approximately 800 feet east of Wagner Road from W. Airline Highway to the Canadian National Railroad, there is a surcharge range of 0.1 -feet to 8.3 -feet from the ground. \\usmwklfs001\prod\Data\Projects\60514708\400_Technical\450_Modeling\Memo\City-Wide Service Area Assessment Capacity Assessment\City-WideCapacityAssessmentMemo-20170920.docx Page 204 of 323 AECOM 8 On Lucas Street from Hall Avenue to Cloverdale Avenue, a respective surcharge range is from 2.3 -feet to 7.0 -feet under the ground. There is a surcharge range from 11.1 -feet to 11.7 -feet from the ground between Normandy Street to McKay Avenue on Virginia Street. McKay Avenue from Josephine Street to Broadway Street has a surcharge range from 10.1 -feet to 11.7 -feet respectively from the ground. Between Broadway Street and Josephine Street on Longfellow Avenue, a surcharge range is from 8.8 -feet to 11.7 -feet respectively from the ground. South Section The south section, south of W. Parker Street, does not have any future land uses proposed. The south section does not have any future land use load nodes that were modeled and does not have any manholes that surcharge over the ground. Of the seven manholes that were surcharging over the crown of pipe in existing conditions, only one of them (at the end of Lindale Avenue) had a change in surcharge, which was an increase of less than 0.5 -feet. \\usmwklfs001\prod\Data\Projects\60514708\400_Technical\450_Modeling\Memo\City-Wide Service Area Assessment Capacity Assessment\City-WideCapacityAssessmentMemo-20170920.docx Page 205 of 323 AECOM 9 Service Area 11 Service Area 11 is a relatively long and narrow sanitary sewer service area running from north to south. North Section The north section is described as being roughly the area associated with Lowder Road and to the north, with primarily low density residential, agricultural with the possibility of residential development, and commercial land use development planned. The existing conditions model identified potential surcharging concerns in the vicinity of East Big Rock Road and to the south. The north section of Service Area 11 has future land use incorporated into the model at seven locations. Of these seven, four of them are predicted to cause surcharging above the rim of the manhole in the same vicinity of the existing identified problem areas along Big Rock Road. Other manholes on Big Rock Road from Logan Avenue (US Highway 63) towards the east have a surcharge over the crown of the pipe ranging from 1.1 -feet to 5.6 -feet from the ground. Heading south from the intersection of Big Rock Road and Logan Avenue along Logan Avenue, there is a surcharge above the crown of pipe that is 1.2 -feet to 3.3 -feet from the ground. The sanitary sewer approximately 1,500 feet east of Logan Avenue from Big Rock Road and then south for 1,000 feet is predicted to surcharge between 3.0 -feet to 9.5 -feet from the ground. These manholes were already surcharging over the crown of the pipe in existing conditions. There is a new cluster of six manholes on this same sanitary sewer continuing to the south to Lowder Road that has a surcharge range from 3.0 -feet to 12.4 -feet from the ground. Middle Section The middle section, between Lowder Road and E. Hanover Street, has low density residential, agricultural with the possibility of residential development, commercial, mixed commercial (medium to high), and semi-public land uses. The middle section had 27 locations where future land use was added to the model, with three of these predicted to cause surcharging above the rim of the manhole as modeled. One location is south of W. Airline Highway in line with Angeles Drive, another is on E. 4th Street, and the third is at the intersection of E. Donald Street and Moline Road. There are two other manholes that are predicted to surcharge above the rim of the manhole without system improvements in the middle section of Service Area 11, one south of W. Airline Highway and one on Logan Avenue just north of San Mateo Drive. Between Airline Highway and Heath Street on Logan Avenue, predicted surcharge above the crown of the pipe ranges from 0.1 -feet to 8.3 -feet from the ground, with the surcharge being 0.1 -feet from the ground at the intersection of Logan Avenue and St. Croix Drive. Surcharging above the crown of the pipe occurs along Ralston Road and around the bend down E. 4th Street to E. Donald Street. The range along this stretch is from 11.0 -feet to 0.7 -feet from the ground, with the surcharging being closest to the ground surface at the intersection of Ralston Road and E. 4th Street. \\usmwklfs001\prod\Data\Projects\60514708\400_Technical\450_Modeling\Memo\City-Wide Service Area Assessment Capacity Assessment\City-WideCapacityAssessmentMemo-20170920.docx Page 206 of 323 AECOM 10 There is a cluster of manholes approximately 2,000 feet east of Logan Avenue going along E. Airline Highway and towards the north that have a surcharge range of 6.3 -feet to 11.6 -feet from the ground. There is also a surcharge range of 2.0 -feet to 5.2 -feet from the ground from the intersection of E. Donald Street and Moline Road and 1,500 feet west of the intersection. The area near Donald and Mildred Avenues and southeast towards the Virden Creek on the Gates Park Golf Course has a surcharge range of 3.9 -feet to 14.8 -feet from the ground. South Section The south section, south of E. Hanover Street, has parks/open space, and some low density residential. The south section has five locations where future land use was added to the model, but only one the five manholes is predicted to surcharge to ground surface on Warren Drive near Charles Street. Both Warren Drive and Charles Street have predicted surcharging in the vicinity of the aforementioned manhole location. Warren Drive has a surcharge range of 1.6 -feet to 4.9 -feet from the ground while Charles Street has a surcharge range of 2.8 -feet to 6.4 -feet from the ground. Along E. 4th Street from Quincy Street to Hawyer Court, a surcharge range of 6.4 -feet to 8.1 - feet from the ground is predicted. Between Ricker Street and Webster Street on Linn Street, a surcharge range of 5.0 -feet to 7.0 - feet from the ground is indicated in the future conditions model. From Adams Street to Sumner Street along Beech Street and east to Linden Avenue, is predicted to experience surcharging from 5.5 -feet to 8.0 -feet from the ground. \\usmwklfs001\prod\Data\Projects\60514708\400_Technical\450_Modeling\Memo\City-Wide Service Area Assessment Capacity Assessment\City-WideCapacityAssessmentMemo-20170920.docx Page 207 of 323 AECOM Service Area 14 11 Service Area 14 has future land use development projected to take place in several areas surrounding and within the existing service area boundary. North Section The north section is described as being roughly the area associated with M. L. King Jr. Drive and to the north, with primarily industrial, low density residential, and agriculture with the possibility of residential. Future land use areas were added to six locations in the model along the north section of Service Area 14. Only one of the six, on Newell Street near City View Heights and Springview Parks, caused potential surcharging above the rim of the manhole (probably partially due to the large area loaded in the model at this location) which also caused predicted surcharging in the sanitary sewer system downstream immediately to the west. Surcharging above the crown of the pipe between Springview Court and City View Heights Park is predicted to range of 3.8 -feet to 4.5 -feet from the ground then generally return to within the pipe downstream except for one manhole at Cordell Street and Springview Court. As this area develops, the actual sanitary sewer system and land areas should be added to the model to evaluate the potential impacts and evaluate the need to make downstream improvements. Middle Section The middle section, in between M.L. King Jr. Drive and Cottage Grove Avenue, has primarily low density residential and the south section, south of Cottage Grove Avenue, has low density residential and mixed commercial (medium to high). The middle section had nine future land use load nodes, mostly driven by infill within the basin, that were modeled with none of them predicted to have a significant impact on the performance of the sanitary sewer system. South Section The south section had two future land use load nodes that were modeled. One of these is predicted to potentially cause surcharging above the rim of the manhole at the intersection of Bishop Avenue and Wyandotte Street and the two areas combine to cause significant increases in the hydraulic gradeline of the system. From the west end to Ogden Avenue on Fulton Street, there was a surcharge above the crown of the pipe ranging from 1.8 -feet to 8.0 -feet from the ground with the more severe surcharging being between Gilbert Street and Bishop Avenue. Wyandotte Street between Creston Avenue and Gilbert Street also had a predicted surcharge ranging from 3.6 -feet to 7.8 -feet from the ground from west to east respectively. Surcharging occurred at a range of 0.6 -feet to 9.1 -feet from the ground on Osage Road from Bishop Avenue to Ogden Avenue, respectively. \\usmwklfs001\prod\Data\Projects\60514708\400_Technical\450_Modeling\Memo\City-Wide Service Area Assessment Capacity Assessment\City-WideCapacityAssessmentMemo-20170920.docx Page 208 of 323 AECOM Service Area 15 12 Future land use development is expected only near the northwestern most limits of Service Area 15. Unfortunately, this is in the vicinity of existing sanitary sewer problem areas and it is clear from this analysis that at the level of potential future land use development presented in Service Area 15 would be problematic without improvements to the sanitary sewer system. West Section The west section is described as being roughly the area associated with Hackett Road and to the west, with primarily low density residential future land use modeled. The west section has future land use incorporated into the model at six locations on the northern boundary of the service area. Modeling the additional flow to the system predicts surcharging above the rim of the manhole at one location north of the intersection of Cardinal Drive and Lambeth Road. This is associated with a known problem area in the vicinity of Rainbow Drive west of North Hackett Road. From Helen Road to Whispering Oaks Lane on Rainbow Drive, there is a surcharge range of 5.0 -feet to 9.8 -feet from the ground. Whispering Oaks Lane just north of Rainbow Drive is predicted to surcharge between 5.0 -feet to 7.0 -feet from ground. From Vincent Road to Lobdell Road on Castle Street, there is a surcharge range of 5.7 -feet to 9.1 -feet from the ground. East of Helen Road and north of the intersection Cardinal Drive and Lambeth Road, there is a surcharge range of 2.7 -feet to 4.8 -feet from east to west respectively. East Section The east section, east of Hackett Road, does not have any future land use modeled. The east section does not have any future land use incorporated in the model. Therefore, no additional land area was added to the model. However, there are two manholes that are predicted to surcharge above the ground located on Letsch Road near the intersection of Pleasant Valley Drive. These manholes were also surcharging in the existing conditions model. Predicted surcharging levels come between 1.2 -feet to 8.5 -feet from the ground along Pleasant Valley Drive from Letsch Road to Rainbow Drive and to the north across Washington Street respectively. \\usmwklfs001\prod\Data\Projects\60514708\400_Technical\450_Modeling\Memo\City-Wide Service Area Assessment Capacity Assessment\City-WideCapacityAssessmentMemo-20170920.docx Page 209 of 323 AECOM Service Area 16 Southwest Section 13 The southwest section is described as being roughly the area associated with University Avenue and to the southwest, with primarily low density residential land use with additional areas of mixed residential, parks, commercial, and agriculture vacant future land use modeled. The southwest section has future land use incorporated into the model at ten locations. Of these ten, none of them were predicted to cause any surcharging to the ground surface, but some areas are within five feet of the ground. From Katoski Drive to Black Hawk Road on Huntington Road, there is a surcharge range of 4.4 - feet to 15.9 -feet from the ground respectively from west to east. Predicted surcharge range from 5.1 -feet to 14.4 -feet from the ground surface along Scott Avenue from Downing Avenue to Huntington Road (if Scott Avenue was to continue to Huntington Road). From Garden Avenue to Lark Lane along Wren Road and on two streets west of Wren, there is a predicted surcharge range of 9.3 -feet to 13.2 -feet from the ground. Northeast Section The northeast section, northeast of University Avenue, does not have any future land use modeled. This section does not have any future land use incorporated in the model. \\usmwklfs001\prod\Data\Projects\60514708\400_Technical\450_Modeling\Memo\City-Wide Service Area Assessment Capacity Assessment\City-WideCapacityAssessmentMemo-20170920.docx Page 210 of 323 AECOM Service Area 18 North Section 14 The north section is described as being roughly the area associated with Martin Road and to the north, with some low density residential and industrial land use modeled as future growth. The north section has future land use incorporated into the model at 2 locations. Of these two, neither of them cause any surcharge over the ground. However, there are multiple manholes that are surcharging over the crown of pipe. The majority of the locations noted already had predicted surcharging under existing conditions. Carrington Avenue has a surcharge range from 6.5 -feet to 11.7 -feet from the ground from west to east respectively. Hollywood Avenue has a range of 4.2 -feet to 7.3 -feet of surcharge from the ground from west to east respectively. Home Park Boulevard also has a surcharge range from 12.0 -feet to 20.3 -feet from the ground from west to east respectively. Ansborough Avenue between Home Park Boulevard and Carrington Avenue has a surcharge range of 10.1 -feet to 13.8 -feet from the ground. Westview Avenue from Upland Drive to Sergeant Road (US Highway 63) has a surcharge range of 5.7 -feet to 8.8 -feet from the ground. From Martin Road to Carrington Avenue along Sergeant Road, there is a surcharge range of 4.3 -feet to 9.1 -feet from the ground, respectively. Martin Road from Sergeant Road to Muncy Avenue has a range from 6.3 -feet to 8.4 -feet of surcharge from the ground. Middle Section The middle section, south of Martin Road and north of US 20, has primarily industrial, business parks, and parks as future development areas. The middle section has future land use incorporated into the model at thirteen locations. Of these thirteen, five of them are predicted to cause surcharging above the rim of the manhole at the location where the additional land area was added to the model. Two of these manholes are at the intersection of Martin Road and W. Ridgeway Avenue, two are off of Sergeant Road near Greyhound Drive, and another is located along US 20. There are also three manholes predicted to surcharge to the ground surface along Sergeant Road near the Cedar Valley Golf Center, one manhole off the Black Hawk Creek, two more are off of Sergeant Road near Greyhound Drive, and two more along US 20. Only one of the locations discussed (near Cedar Valley Golf Center) was predicted to surcharge above the rim of the manhole under existing conditions. Sergeant Road continuing from the north section at Martin Road to the south section at US 20 has a surcharge over the crown of pipe with a range of 0.2 -feet to 3.2 -feet from the ground from south to north. The majority of this area was predicted to surcharge under existing conditions \\usmwklfs001\prod\Data\Projects\60514708\400_Technical\450_Modeling\Memo\City-Wide Service Area Assessment Capacity Assessment\City-WideCapacityAssessmentMemo-20170920.docx Page 211 of 323 AECOM 15 as well but the severity of surcharge is predicted to increase with uncontrolled development and an unimproved sanitary sewer system. For the manholes that are west of Sergeant Road and north of US 20, the surcharge range from 2.0 -feet to 19.7 -feet from the ground approximately with a few manholes near Dewitt Road having an approximate surcharge range greater than 20.0 -feet below the ground, so surcharging in this area is likely not a concern except that if there are pipe restrictions in the area, it could be part of the reason for greater surcharging in other areas. Along Delane Avenue from Martin Road to Jane Street, a surcharge ranges from 4.5 -feet to 6.6 -feet from the ground respectively. For the roads west of Sunnyside County Club, such as Kingswood Place, Pinehurst Lane, and Westchester Road, a surcharge ranges from 0.4 -feet to 8.3 -feet from the ground with two manholes having a surcharge of 0.4 -feet and 1.4 -feet under the ground at the intersection of Pinehurst Lane and W. 4th Street. Along US 20, near the three manholes that are surcharging over the ground, other manholes have a surcharge range of 0.7 -feet to 7.9 -feet from the ground. On Galactic Drive from W. San Marnan Drive to US 20, there is a surcharge range from 6.9 -feet to 18.9 -feet from the ground. South Section The south section, south of US 20, has primarily low density residential, but also has mixed residential, mixed commercial (medium to high), industrial, business parks, commercial, and semipublic land uses modeled. The south section has future land use incorporated into the model at 28 locations. The majority (12) of the manholes that are predicted to surcharge above the rim of the manhole are around the area of Ranchero Road, K Line Drive, and Sergeant Road. There are also five manholes that surcharge over the rim of the manhole from Sergeant Road between Edgebrook Drive and Prescotts Creek. Sergeant Road is predicted to surcharge to a greater degree under future land use conditions from W. Shaulis Road towards US 20 where there is a surcharge range of 0.3 -feet to 4.2 -feet from the ground. The majority of the manholes (16 of 20) on the sewer lines south of W. Shailis Road have a surcharge range of 0.5 -feet to 9.4 -feet from the ground with two manholes having a lesser degree of surcharge between 12.0 -feet and 17.2 -feet from the ground. For a majority of the manholes on the roads near the intersection of W. Shaulis Road and Sergeant Road, such as Charm Drive, Edgebrook Driver, Fostoria) Drive and Prescotts Driver, there was an approximate surcharge range prediction of 4.0 -feet to 6.0 -feet from the rim of the manhole. Northwest of William Drive, there are four manholes with a surcharging range of 3.2 -feet to 13.8 -feet from the ground. \\usmwklfs001\prod\Data\Projects\60514708\400_Technical\450_Modeling\Memo\City-Wide Service Area Assessment Capacity Assessment\City-WideCapacityAssessmentMemo-20170920.docx Page 212 of 323 AECOM Service Area 19 North Section 16 The north section is described as being roughly the area associated with E. Ridgeway Avenue and to the north, with no future land use modeled. However, there is a manhole that is surcharging above the ground located in Byrnes Park near Fletcher Avenue. This manhole was previously surcharging above the rim in the existing model and is associated with several manholes in the area with predicted problems under existing conditions. Predicted surcharging along W. 8th Street ranges from 3.7 -feet to 13.2 -feet from the ground between E. Mitchell Avenue and E. Ridgeway Avenue. The higher freeboard is near Easton Avenue and the lower freeboards are at the boundary roads. This area also was predicted to have surcharging issues under existing conditions. The remaining areas surcharging in the north section are the same as the existing condition model and are not caused by the future flow input. South Section The south section is described as being roughly the area associated to the south of E. Ridgeway Avenue, with primarily business parks being added as future growth. This section has future land use incorporated in the model at five locations. Of these five, two of them are predicted to cause surcharging above the rim of the manhole at the location where the additional land area was added to the model. They are both located on E. Tower Park Drive near Kimball Avenue. In addition, there are two other manholes in the area along Kimball Avenue that are predicted to surcharge above the ground. Predicted surcharging along Saratoga Drive range from 2.0 -feet to 12.8 -feet from the ground between E. Ridgeway Avenue and Alpine Drive, where the lower freeboard is near Rudi Place. This area also was predicted to have surcharging issues under existing conditions. Between E. Ridgeway Avenue and Village Place on W. 9th Street, a surcharge range of 6.3 -feet to 13.3 -feet from the ground is predicted. Along W. Tower Park Drive, there is a predicted surcharge range of 2.5 -feet to 9.6 -feet from the ground where the higher freeboard is around the near the bend towards the south of W. Tower Park Drive. \\usmwklfs001\prod\Data\Projects\60514708\400_Technical\450_Modeling\Memo\City-Wide Service Area Assessment Capacity Assessment\City-WideCapacityAssessmentMemo-20170920.docx Page 213 of 323 AECOM Service Area 23 North Section 17 The north section is described as being roughly the area associated with US 20 and to the north, with primarily commercial and mixed commercial (medium to high) land uses modeled. The north section has future land use incorporated in the model at two locations. Of these two, none of them are predicted to cause surcharging above the crown of the pipe. Southeast Section The southeast section is described as being roughly the area to the south of US 20 and to the east of Hess Road, with primarily mixed residential (medium to high), low density residential, parks, industrial, and mixed commercial land uses. The southeast section has future land use incorporated in the model at 30 locations. Of these 30, one of them is predicted to cause surcharging above the rim at the location where the additional land area was added to the model. This manhole is located approximately 850 feet west of Foulk Road on E. Shaulis Road. There are also two other manholes near the intersection of E. Shaulis Road and Foulk Road, one approximately 800 feet east of the intersection on E. Shaulis Road and one south of the intersection approximately 500 feet on Foulk Road. Near the intersection of Hess Road and E. Shaulis Road, Lost Island Waterpark has five sanitary manholes that are predicted to surcharge with a range of 8.3 -feet to 13 -9 -feet from the ground. A predicted surcharge range from 7.2 -feet to 16.0 -feet from the ground is located along the northern part of Summerland Drive with two manholes on either side of the road at a surcharge of 2.2 -feet and 3.1 -feet from the ground. A predicted surcharge range from 12.5 -feet to 7.4 -feet from the ground along Cedar Terrace Drive from Elliott Court to where the Iowa Northern railroad starts going south, respectively. The area of the intersection of Cedar Terrace and Shaulis Road and to the east a couple manholes was predicted to surcharge under existing conditions. Near the intersection of Foulk Road and E. Shaulis Road, there is a predicted surcharge range from 0.1 -feet to 10.7 -feet from the ground. The higher freeboard is around the center of the intersection of both streets. North of E. Shaulis Road and southwest of Washington Street are two manholes that are surcharging approximately 10.2 -feet and 11.1 -feet from the ground. Southwest Section The southwest section is described as being roughly the area south of US 20 and west of Hess Road, with primarily low density residential, mixed residential, parks, and agriculture with the possibility of residential. The southwest section has future land use incorporated in the model at 22 locations. Of these 22, three of them are predicted to cause surcharging over the rim of the manhole at the location where the additional land area was added to the model. One of the \\usmwklfs001\prod\Data\Projects\60514708\400_Technical\450_Modeling\Memo\City-Wide Service Area Assessment Capacity Assessment\City-WideCapacityAssessmentMemo-20170920.docx Page 214 of 323 AECOM 18 manholes is located near the intersection of A B Avenue and Lichty Boulevard, another is located approximately 600 feet east of Kimball Avenue on E. Orange Road, and the third manhole surcharging over the rim is located approximately 1,200 feet south of Blaine Road and 600 feet east of Kimball Avenue. Kimball Avenue from E. Orange Road to approximately 400 feet north of Sidehill Drive, a predicted surcharge above the crown of the pipe ranged from 0.3 -feet to 13.3 -feet from the ground, where the lower freeboard is at the intersection of Sidehill Drive. A predicted surcharge range from 2.3 -feet to 12.3 -feet from the ground is located approximately 200 feet to 600 feet off of Kimball Avenue from E. Orange Road to approximately 1,200 feet south. A portion of this area also was predicted to have surcharging issues under existing conditions. Predicted surcharging along Sidehill Drive ranges from about 0.3 -feet to 9.4 -feet below the ground between Grace Drive and Kimball Avenue. The sanitary manholes along Lichty Boulevard surcharge from a range of 6.8 -feet to 10.2 -feet below the ground between A B Avenue and Grace Drive. There are two manholes in the southwest corner of South Hills Golf Course that have a surcharge over the crown of the pipe with a range of 4.6 -feet to 7.6 -feet below the ground. \\usmwklfs001\prod\Data\Projects\60514708\400_Technical\450_Modeling\Memo\City-Wide Service Area Assessment Capacity Assessment\City-WideCapacityAssessmentMemo-20170920.docx Page 215 of 323 AECOM Conclusion 19 The addition of future flow into the existing sanitary sewer system from new development within the sanitary sewer service areas will cause future capacity concerns. The information from this analysis will be correlated with existing documented conditions as part of the City of Waterloo's sanitary sewer system master planning efforts to get a broad picture of system capacity and performance under existing conditions and potential future conditions as development continues. Alternatives to improve system performance under existing and future flow conditions will be evaluated, designed, and ultimately implemented. As redevelopment and infill occurs throughout the City, the amount of flow in the system and the overall system performance will change. The timing of implementation of system improvements will depend on the type of capacity restrictions, and/or timing of future development. As system improvements are evaluated for each Service Area, it is recommended that the assumptions made in developing the future conditions model are reviewed and modified as needed based on additional discussions with the City on development scenarios. As development occurs, improvements are made to reduce inflow and infiltration, projects are implemented to improve system performance, and flow monitoring data is collected, it is recommended that these changes be incorporated into a master sanitary sewer model to aid in understanding the overall performance of the system and be used as a tool to guide the City of Waterloo to cost effectively implement system improvements. \\usmwklfs001\prod\Data\Projects\60514708\400_Technical\450_Modeling\Memo\City-Wide Service Area Assessment Capacity Assessment\City-WideCapacityAssessmentMemo-20170920.docx Page 216 of 323 AECOM ATTACHMENTS Attachment 1 — Land Use Figures Attachment 2 — Flow Input Information Attachment 3 — Existing Conditions Design Storm Figures Attachment 4 — Future Conditions Design Storm Figures \\usmwklfs001\prod\Data\Projects\60514708\400_Technical\450_Modeling\Memo\City-Wide Service Area Assessment Capacity Assessment\City-WideCapacityAssessmentMemo-20170920.docx 20 Page 217 of 323 AECOM ATTACHMENT 1 \\usmwklfs001\prod\Data\Projects\60514708\400_Technical\450_Modeling\Memo\City-Wide Service Area Assessment Capacity Assessment\City-WideCapacityAssessmentMemo-20170920.docx 21 Page 218 of 323 11 &2111II00IIIIIVVI 1 1-8-19 „8-21 „-8-7' Legend Service Area A Lift Station * Future Flow Input Node --- Waterloo City Limits Sanitary Sewer Force Main Sanitary Sewer Gravity Main Future Land Use Agriculture Vacant Agriculture, Residential (possibly) Low Density (1 & 2 Family) Medium Density (Multi -Family) Mixed Residential: Low, Medium, High Density Residential; Professional Offices Ell11VO Mixed Commercial: Medium to High Density Residential; Professional Offices; Neighborhood Commercial IIIIIIIIIIIIIIIIIIIIIIIIIIIII Commercial 100001100011 Business Park: Professional Offices, Commercial with Compatible Light Industrial IIIIIIIIIIIIIIIIIIIIIIIIIIII Industrial Parks, Open Spaces, Schools, Hospitals, Government Fac., Public Areas, Airport IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Semi -Public, Utilities, Hospitals 10-Z8 1 01101111111111 118 100000000 0-12-30 --J 1-1-3 11=148 1111111112-612 SSNIIIIIIIIIIII0000000 11-1-35 1111 II 1111 11111110101011111100000000000........ 11111111 1111111111111111111,111 11-8-15 II1111111111111111111111111 11111111111111111111111111111111111111111111111111111111 11111111111111111111111111111111 111111111111111111111111111111111 111111110000,11,11,11,11,11,11,11,11,11,111, 111111111 11 iii' 0101010101010101010101010101010101010101010101010101011 r 14-99-2 11-10-19 4-99-000000000000003 4-9-31 14-9-5 14-5-10 IIIII11MI111InIu.1u 11111111 -12-62 1000000000 0000001011 23 12 001001001101001001010101. 2.6 00101010 011 19-1-89 18-8-,09 18-8-, 47 23-6-14 8-7-35 dJJJ))� 8-]-35 18-]-132 00000000000000 8-7-123 16-]-123 18-7-80 18-]-49 1 %,7J/III(J/III(JJ�JIII( 11M11111(111111111111111111' 9- 9-196QlffJfffffffffJfl. I it f ir,za f�f 17%/%%J/(J//��°1°�9°r-r�r1r�rr-Ur1Jrr0rrr9r�r�� %JJJ�JJC��IJufI,� 1pl�lIrll„lUlelurlr1�l ��lllllllllll, /J 23-12-1]0. 23U-23 23 a-14 23-534 i8 :23-4-fi8 18-]-80 , 18-]-49 23-4-1]] j; / 23-4-65 23-4-65 23-4-2,2 P=ge 219 of Z3 Sources: Esri, HERE. De Lorme, Intermap, increment P Corp.,'"" contributors, antl the GIS User Com�nuniry Figure 1 Future Land Use Map 8001,600 3,200 4,800 6,400 Feet IritMraMIT•411T1 (72 U P . ricu tura , 'es!. entia ' otentia ow Densit Residentia co 0 N Co o • C6 ▪ •U •C a) ▪ E 0 oU 2 N o72 E a �o Ca N a)O E 05 O O U 'gin Co X_ O :112.iiiii oiiiu 1 Co Co 0 o ( 2- co as � • U O 0 CO U co U a) • 0 O L u)- 8 O o CB O Co Q Co 0 Co a) U LL o z �Q U U�UUIIIIUou,° Co ao b.- -I. 12 11 0• .1■■MI■r,,,,, �■■�■■�r io I 1116 1111111 1ill151111::1111116��°.�■,111111 14►�`' iINE1111:,r4m. 191* %i1" II ° �iu�■� •I ��1 11111".'"11 ■■■■■. e 7115111L11111'''' mow2. _� :iii r�F.1�1�11 1 I. mirk mon eallitiliLzin -- ppppp i , P lr,. pp lldu ■ NpONI ,411111111,11111 Lp..LI II .•*00110 AECOM ATTACHMENT 2 \\usmwklfs001\prod\Data\Projects\60514708\400_Technical\450_Modeling\Memo\City-Wide Service Area Assessment Capacity Assessment\City-WideCapacityAssessmentMemo-20170920.docx 22 Page 221 of 323 Attachment 2 Future Land Use Area Flow Input Summary Node Name Land Use Dry Weather Flow Wet Weather Flow Flow Rate (cfs) Area (ac) Temporal Variation Peaking Factor applied in SWMM Model Resulting Peaking Factor RDII Service Area 10 10-12-37 Parks, Open Spaces, Schools, Hospitals, Government Fac., Public Areas, Airport 600 178.1 22-6-3 4 10 R22-6-3 10-12-62 Industrial 1000 58.1 10-9-3 3.1 4 R10-9-3 10-12-64 Industrial 1000 224.8 10-9-3 3.1 4 R10-9-3 10-12-90 Industrial 1000 120.1 10-9-3 3.1 4 R10-9-3 10-2-55 Industrial 1000 18.3 10-9-3 3.1 4 R10-9-3 10-2-58 Industrial 1000 12.4 10-9-3 3.1 4 R10-9-3 10-2-6 Industrial 1000 23.6 10-9-3 3.1 4 R10-9-3 10-2-68 Low Density (1 & 2 Family) 1400 30.1 15-4-1 0.25 4 R15-4-1 10-2-69 Low Density (1 & 2 Family) 1400 41.2 15-4-1 0.25 4 R15-4-1 10-2-77 Low Density (1 & 2 Family) 1400 29.9 15-4-1 0.25 4 R15-4-1 10-2-85 Industrial 1000 22.7 10-9-3 3.1 4 R10-9-3 10-2-86 Industrial 1000 33.9 10-9-3 3.1 4 R10-9-3 10-3-2001 Low Density (1 & 2 Family) 1400 21.8 15-4-1 0.25 4 R15-4-1 10-4-9 Parks, Open Spaces, Schools, Hospitals, Government Fac., Public Areas, Airport 600 3.6 22-6-3 4 10 R22-6-3 10-8-22 Low Density (1 & 2 Family) 1400 40.3 15-4-1 0.25 4 R15-4-1 10-8-52 Low Density (1 & 2 Family) 1400 22.5 15-4-1 0.25 4 R15-4-1 Service Area 11 11-1-17 Low Density (1 & 2 Family) 1400 40.4 15-4-1 0.25 4 R15-4-1 11-1-22 Low Density (1 & 2 Family) 1400 54.3 15-4-1 0.25 4 R15-4-1 11-1-3 Low Density (1 & 2 Family) 1400 79 15-4-1 0.25 4 R15-4-1 11-1-35 Commercial 1000 17 22-6-3 0.1 4 R22-6-3 11-1-36 Commercial 1000 21.3 22-6-3 0.1 4 R22-6-3 11-1-39 Commercial 1000 4.3 22-6-3 0.1 4 R22-6-3 11-1-45 Low Density (1 & 2 Family) 1400 31 15-4-1 0.25 4 R15-4-1 11-1-47 Mixed Commercial: Medium to High Density Residential; Professional Offices; Neighborhood Commercial 1400 11.9 22-6-3 0.1 4 R22-6-3 11-1-48 Commercial 1000 4.8 22-6-3 0.1 4 R22-6-3 11-1-51 Low Density (1 & 2 Family) 1400 9.5 15-4-1 0.25 4 R15-4-1 11-1-53 Agriculture, Residential (possibly) 1400 71.5 15-4-1 0.25 4 R15-4-1 11-1-70 Low Density (1 & 2 Family) 1400 12.2 15-4-1 0.25 4 R15-4-1 Page 222 of 323 Node Name Land Use Dry Weather Flow Wet Weather Flow Flow Rate (cfs) Area (ac) Temporal Variation Peaking Factor applied in SWMM Model Resulting Peaking Factor RDII 11-1-9 Commercial 1000 9.7 22-6-3 0.1 4 R22-6-3 11-10-19 Low Density (1 & 2 Family) 1400 100.3 15-4-1 0.25 4 R15-4-1 11-22-4 Low Density (1 & 2 Family) 1400 10.9 15-4-1 0.25 4 R15-4-1 11-4-46 Semi -Public, Utilities, Hospitals 1000 14.9 10-9-3 3.1 4 R10-9-3 11-8-109 Low Density (1 & 2 Family) 1400 53.8 15-4-1 0.25 4 R15-4-1 11-8-111 Industrial 1000 0.6 10-9-3 3.1 4 R10-9-3 11-8-112 Agriculture, Residential (possibly) 1400 28.6 15-4-1 0.25 4 R15-4-1 11-8-117 Agriculture, Residential (possibly) 1400 150.7 15-4-1 0.25 4 R15-4-1 11-8-119 Low Density (1 & 2 Family) 1400 0.4 15-4-1 0.25 4 R15-4-1 11-8-122 Low Density (1 & 2 Family) 1400 17.2 15-4-1 0.25 4 R15-4-1 11-8-130 Agriculture, Residential (possibly) 1400 146 15-4-1 0.25 4 R15-4-1 11-8-15 Agriculture, Residential (possibly) 1400 196 15-4-1 0.25 4 R15-4-1 11-8-19 Agriculture, Residential (possibly) 1400 71.3 15-4-1 0.25 4 R15-4-1 11-8-21 Commercial 1000 27.9 22-6-3 0.1 4 R22-6-3 11-8-23 Agriculture, Residential (possibly) 1400 165.5 15-4-1 0.25 4 R15-4-1 11-8-34 Low Density (1 & 2 Family) 1400 29.5 15-4-1 0.25 4 R15-4-1 11-8-44 Parks, Open Spaces, Schools, Hospitals, Government Fac., Public Areas, Airport 600 137.6 22-6-3 4 10 R22-6-3 11-8-57 Low Density (1 & 2 Family) 1400 3 15-4-1 0.25 4 R15-4-1 11-8-59 Low Density (1 & 2 Family) 1400 48.6 15-4-1 0.25 4 R15-4-1 11-8-6 Semi -Public, Utilities, Hospitals 1000 4 10-9-3 3.1 4 R10-9-3 11-8-61 Agriculture, Residential (possibly) 1400 73.6 15-4-1 0.25 4 R15-4-1 11-8-65 Parks, Open Spaces, Schools, Hospitals, Government Fac., Public Areas, Airport 600 90.6 22-6-3 4 10 R22-6-3 11-8-7 Agriculture, Residential (possibly) 1400 230.3 15-4-1 0.25 4 R15-4-1 11-8-72 Low Density (1 & 2 Family) 1400 28.3 15-4-1 0.25 4 R15-4-1 11-8-89 Low Density (1 & 2 Family) 1400 23.6 15-4-1 0.25 4 R15-4-1 11-8-99 Low Density (1 & 2 Family) 1400 27.8 15-4-1 0.25 4 R15-4-1 Service Area 14 14-1-24 Agriculture, Residential (possibly) 1400 49.2 15-4-1 0.25 4 R15-4-1 Page 223 of 323 Node Name Land Use Dry Weather Flow Wet Weather Flow Flow Rate (cfs) Area (ac) Temporal Variation Peaking Factor applied in SWMM Model Resulting Peaking Factor RDII 14-1-9 Agriculture, Residential (possibly) 1400 191.3 15-44 0.25 4 R15-4-1 14-11-5 Industrial 1000 470.5 10-9-3 3.1 4 R10-9-3 14-5-10 Low Density (1 & 2 Family) 1400 80.4 15-4-1 0.25 4 R15-4-1 14-5-11 Mixed Commercial: Medium to High Density Residential; Professional Offices; Neighborhood Commercial 1400 93.3 22-6-3 0.1 4 R22-6-3 14-7-10 Commercial 1000 1.9 22-6-3 0.1 4 R22-6-3 14-7-24 Low Density (1 & 2 Family) 1400 12 15-4-1 0.25 4 R15-4-1 14-7-33 Low Density (1 & 2 Family) 1400 4.3 15-4-1 0.25 4 R15-4-1 14-7-41 Low Density (1 & 2 Family) 1400 8.7 15-4-1 0.25 4 R15-4-1 14-9-16 Industrial 1000 23.1 10-9-3 3.1 4 R10-9-3 14-9-31 Low Density (1 & 2 Family) 1400 12.8 15-4-1 0.25 4 R15-4-1 14-9-5 Industrial 1000 6.9 10-9-3 3.1 4 R10-9-3 14-9-55 Low Density (1 & 2 Family) 1400 34.5 15-4-1 0.25 4 R15-4-1 14-9-80 Industrial 1000 10.1 10-9-3 3.1 4 R10-9-3 14-99-19 Industrial 1000 225.5 10-9-3 3.1 4 R10-9-3 14-99-21 Industrial 1000 252.1 10-9-3 3.1 4 R10-9-3 14-99-3 Industrial 1000 19.9 10-9-3 3.1 4 R10-9-3 Service Area 15 15-2-17 Low Density (1 & 2 Family) 1400 13.5 15-4-1 0.25 4 R15-4-1 15-2-2 Low Density (1 & 2 Family) 1400 11.7 15-4-1 0.25 4 R15-4-1 15-2-33 Low Density (1 & 2 Family) 1400 8.7 15-4-1 0.25 4 R15-4-1 15-2-39 Parks 50 2.1 22-6-3 4 1.5 R22-6-3 15-2-63 Low Density (1 & 2 Family) 1400 2.1 15-4-1 0.25 4 R15-4-1 15-4-27 Low Density (1 & 2 Family) 1400 3.3 15-4-1 0.25 4 R15-4-1 Service Area 16 16-3-11 Low Density (1 & 2 Family) 1400 23.1 15-4-1 0.25 4 R15-4-1 16-3-21 Parks 50 17.2 22-6-3 4 1.5 R22-6-3 16-3-28 Low Density (1 & 2 Family) 1400 31.5 15-4-1 0.25 4 R15-4-1 16 -3-36 Medium Density (Multi - Family) 2300 26.5 15-4-1 2 4 R15-4-1 16-3-41 Low Density (1 & 2 Family) 1400 18.4 15-4-1 0.25 4 R15-4-1 16-3-42 Low Density (1 & 2 Family) 1400 20.9 15-4-1 0.25 4 R15-4-1 Page 224 of 323 Node Name 16-3-8 Land Use Low Density (1 & 2 Family) Dry Weather Flow Wet Weather Flow Flow Rate (cfs) 1400 Area (ac) 13.3 Temporal Variation 15-4-1 Peaking Factor applied in SWMM Model 0.25 Resulting Peaking Factor 4 RDII R15-4-1 16-5-2 Mixed Residential: Low, Medium, High Density Residential; Professional Offices 1800 19.8 15-4-1 1.5 4 R15-4-1 16-5-3 Mixed Residential: Low, Medium, High Density Residential; Professional Offices 1800 15 15-4-1 1.5 4 R15-4-1 16-8-55 Commercial 1000 3.3 22-6-3 0.1 4 R22-6-3 Service Area 18 18-12-39 Business Park: Professional Offices, Commercial with Compatible Light Industrial 1000 45.8 22-6-3 0.1 4 R22-6-3 18-12-41 Industrial 1000 50.6 10-9-3 3.1 4 R10-9-3 18-12-62 Industrial 1000 221 10-9-3 3.1 4 R10-9-3 18-12-9 Business Park: Professional Offices, Commercial with Compatible Light Industrial 1000 51.4 22-6-3 0.1 4 R22-6-3 18-2-35 Low Density (1 & 2 Family) 1400 47.3 15-4-1 0.25 4 R15-4-1 18-2-42 Low Density (1 & 2 Family) 1400 1.2 15-4-1 0.25 4 R15-4-1 18-2-5 Business Park: Professional Offices, Commercial with Compatible Light Industrial 1000 24.7 22-6-3 0.1 4 R22-6-3 18-2-53 Mixed Commercial: Medium to High Density Residential; Professional Offices; Neighborhood Commercial 1400 55.9 22-6-3 0.1 4 R22-6-3 18-2-61 Low Density (1 & 2 Family) 1400 48.9 15-4-1 0.25 4 R15-4-1 18-6-29 Low Density (1 & 2 Family) 1400 10.2 15-4-1 0.25 4 R15-4-1 18-6-34 Mixed Commercial: Medium to High Density Residential; Professional Offices; Neighborhood Commercial 1400 6.3 22-6-3 0.1 4 R22-6-3 18-7-109 Business Park: Professional Offices, Commercial with Compatible Light Industrial 1000 5.5 22-6-3 0.1 4 R22-6-3 18-7-118 Industrial 1000 51.2 10-9-3 3.1 4 R10-9-3 18-7-12 Mixed Commercial: Medium to High Density Residential; Professional Offices; Neighborhood Commercial 1400 5.4 22-6-3 0.1 4 R22-6-3 18-7-123 Low Density (1 & 2 Family) 1400 96.8 15-4-1 0.25 4 R15-4-1 18-7-124 Low Density (1 & 2 Family) 1400 66.4 15-4-1 0.25 4 R15-4-1 18-7-132 Low Density (1 & 2 Family) 1400 251.5 15-4-1 0.25 4 R15-4-1 Page 225 of 323 Node Name Land Use Dry Weather Flow Wet Weather Flow Flow Rate (cfs) Area (ac) Temporal Variation Peaking Factor applied in SWMM Model Resulting Peaking Factor RDII 18-7-14 Business Park: Professional Offices, Commercial with Compatible Light Industrial 1000 43.7 22-6-3 0.1 4 R22-6-3 18-7-19 Low Density (1 & 2 Family) 1400 142 15-4-1 0.25 4 R15-4-1 18-7-27 Industrial 1000 35.8 10-9-3 3.1 4 R10-9-3 18-7-29 Industrial 1000 37.2 10-9-3 3.1 4 R10-9-3 18-7-3 Commercial 1000 10.1 22-6-3 0.1 4 R22-6-3 18-7-30 Industrial 1000 17.5 10-9-3 3.1 4 R10-9-3 18-7-32 Semi -Public, Utilities, Hospitals 1000 75.3 10-9-3 3.1 4 R10-9-3 18-7-35 Mixed Residential: Low, Medium, High Density Residential; Professional Offices 1800 0.04 15-4-1 1.5 4 R15-4-1 18-7-36 Low Density (1 & 2 Family) 1400 71.7 15-4-1 0.25 4 R15-4-1 18-7-49 Low Density (1 & 2 Family) 1400 71.5 15-4-1 0.25 4 R15-4-1 18-7-5 Industrial 1000 34.6 10-9-3 3.1 4 R10-9-3 18-7-50 Industrial 1000 50.4 10-9-3 3.1 4 R10-9-3 18-7-53 Low Density (1 & 2 Family) 1400 76 15-4-1 0.25 4 R15-4-1 18-7-55 Low Density (1 & 2 Family) 1400 106.2 15-4-1 0.25 4 R15-4-1 18-7-57 Parks, Open Spaces, Schools, Hospitals, Government Fac., Public Areas, Airport 600 16.4 22-6-3 4 10 R22-6-3 18-7-73 Industrial 1000 26 10-9-3 3.1 4 R10-9-3 18-7-80 Low Density (1 & 2 Family) 1400 154.8 15-4-1 0.25 4 R15-4-1 18-7-90 Low Density (1 & 2 Family) 1400 178.2 15-4-1 0.25 4 R15-4-1 18-7-91 Low Density (1 & 2 Family) 1400 28.8 15-4-1 0.25 4 R15-4-1 18-8-109 Mixed Residential: Low, Medium, High Density Residential; Professional Offices 1800 28.6 15-4-1 1.5 4 R15-4-1 18-8-11 Low Density (1 & 2 Family) 1400 4.7 15-4-1 0.25 4 R15-4-1 18-8-124 Mixed Residential: Low, Medium, High Density Residential; Professional Offices 1800 36.1 15-4-1 1.5 4 R15-4-1 18-8-138 Business Park: Professional Offices, Commercial with Compatible Light Industrial 1000 19.9 22-6-3 0.1 4 R22-6-3 18-8-147 Business Park: Professional Offices, Commercial with Compatible Light Industrial 1000 8.8 22-6-3 0.1 4 R22-6-3 18-8-22 Mixed Residential: Low, Medium, High Density Residential; Professional Offices 1800 27.5 15-4-1 1.5 4 R15-4-1 Page 226 of 323 Node Name 18-9-34 Land Use Low Density (1 & 2 Family) Dry Weather Flow Wet Weather Flow Flow Rate (cfs) 1400 Area (ac) 120.2 Temporal Variation 15-4-1 Peaking Factor applied in SWMM Model 0.25 Resulting Peaking Factor 4 RDII R15-4-1 Service Area 19 19-1-109 Business Park: Professional Offices, Commercial with Compatible Light Industrial 1000 312.2 22-6-3 0.1 4 R22-6-3 19-1-20 Agriculture, Residential (possibly) 1400 228.2 15-4-1 0.25 4 R15-4-1 19-1-89 Business Park: Professional Offices, Commercial with Compatible Light Industrial 1000 21.3 22-6-3 0.1 4 R22-6-3 19-1-96 Business Park: Professional Offices, Commercial with Compatible Light Industrial 1000 318.6 22-6-3 0.1 4 R22-6-3 19-3-73 Business Park: Professional Offices, Commercial with Compatible Light Industrial 1000 57.6 22-6-3 0.1 4 R22-6-3 Service Area 23 23-1-21 Low Density (1 & 2 Family) 1400 22.7 15-4-1 0.25 4 R15-4-1 23-1-26 Low Density (1 & 2 Family) 1400 58.3 15-4-1 0.25 4 R15-4-1 23-1-31 Parks, Open Spaces, Schools, Hospitals, Government Fac., Public Areas, Airport 600 5.1 22-6-3 4 10 R22-6-3 23-1-32 Low Density (1 & 2 Family) 1400 34.9 15-4-1 0.25 4 R15-4-1 23-1-42 Mixed Residential: Low, Medium, High Density Residential; Professional Offices 1800 24.7 15-4-1 1.5 4 R15-4-1 23-1-43 Parks, Open Spaces, Schools, Hospitals, Government Fac., Public Areas, Airport 600 5.8 22-6-3 4 10 R22-6-3 23-1-44 Low Density (1 & 2 Family) 1400 127.3 15-4-1 0.25 4 R15-4-1 23-1-53 Industrial 1000 21.6 10-9-3 3.1 4 R10-9-3 23-1-54 Parks, Open Spaces, Schools, Hospitals, Government Fac., Public Areas, Airport 600 20.5 22-6-3 4 10 R22-6-3 23-1-7 Low Density (1 & 2 Family) 1400 51.6 15-4-1 0.25 4 R15-4-1 23-10-19 Mixed Residential: Low, Medium, High Density Residential; Professional Offices 1800 5.9 15-4-1 1.5 4 R15-4-1 23-10-42 Low Density (1 & 2 Family) 1400 33.1 15-4-1 0.25 4 R15-4-1 23-10-52 Mixed Residential: Low, Medium, High Density Residential; Professional Offices 1800 96.5 15-4-1 1.5 4 R15-4-1 Page 227 of 323 Node Name Land Use Dry Weather Flow Wet Weather Flow Flow Rate (cfs) Area (ac) Temporal Variation Peaking Factor applied in SWMM Model Resulting Peaking Factor RDII 23-12-170 Mixed Residential: Low, Medium, High Density Residential; Professional Offices 1800 38.7 15-4-1 1.5 4 R15-4-1 23-12-190 Commercial 1000 94.3 22-6-3 0.1 4 R22-6-3 23-12-61 Mixed Commercial: Medium to High Density Residential; Professional Offices; Neighborhood Commercial 1400 21.3 22-6-3 0.1 4 R22-6-3 23-2-1 Mixed Residential: Low, Medium, High Density Residential; Professional Offices 1800 63.1 15-4-1 1.5 4 R15-4-1 23-2-20 Low Density (1 & 2 Family) 1400 63.1 15-4-1 0.25 4 R15-4-1 23-2-40 Parks, Open Spaces, Schools, Hospitals, Government Fac., Public Areas, Airport 600 40.2 22-6-3 4 10 R22-6-3 23-2-54 Mixed Residential: Low, Medium, High Density Residential; Professional Offices 1800 33.7 15-4-1 1.5 4 R15-4-1 23-4-102 Mixed Residential: Low, Medium, High Density Residential; Professional Offices 1800 55.2 15-4-1 1.5 4 R15-4-1 23-4-110 Mixed Commercial: Medium to High Density Residential; Professional Offices; Neighborhood Commercial 1400 69.8 22-6-3 0.1 4 R22-6-3 23-4-147 Low Density (1 & 2 Family) 1400 148.6 15-4-1 0.25 4 R15-4-1 23-4-152 Industrial 1000 29.6 10-9-3 3.1 4 R10-9-3 23-4-161 Agriculture, Residential (possibly) 1400 153.3 15-4-1 0.25 4 R15-4-1 23-4-169 Low Density (1 & 2 Family) 1400 27.6 15-4-1 0.25 4 R15-4-1 23-4-175 Mixed Commercial: Medium to High Density Residential; Professional Offices; Neighborhood Commercial 1400 7.4 22-6-3 0.1 4 R22-6-3 23-4-177 Low Density (1 & 2 Family) 1400 39.9 15-4-1 0.25 4 R15-4-1 23-4-183 Parks, Open Spaces, Schools, Hospitals, Government Fac., Public Areas, Airport 600 10.3 22-6-3 4 10 R22-6-3 23-4-193 Low Density (1 & 2 Family) 1400 38.6 15-4-1 0.25 4 R15-4-1 23-4-194 Parks, Open Spaces, Schools, Hospitals, Government Fac., Public Areas, Airport 600 5.9 22-6-3 4 10 R22-6-3 Page 228 of 323 Node Name Land Use Dry Weather Flow Wet Weather Flow Flow Rate (cfs) Area (ac) Temporal Variation Peaking Factor applied in SWMM Model Resulting Peaking Factor RDII 23-4-198 Mixed Residential: Low, Medium, High Density Residential; Professional Offices 1800 75.8 15-4-1 1.5 4 R15-4-1 23-4-213 Mixed Residential: Low, Medium, High Density Residential; Professional Offices 1800 27.2 15-4-1 1.5 4 R15-4-1 23-4-24 Mixed Residential: Low, Medium, High Density Residential; Professional Offices 1800 41.2 15-4-1 1.5 4 R15-4-1 23-4-252 Mixed Residential: Low, Medium, High Density Residential; Professional Offices 1800 58.4 15-4-1 1.5 4 R15-4-1 23-4-46 Mixed Residential: Low, Medium, High Density Residential; Professional Offices 1800 55.7 15-4-1 1.5 4 R15-4-1 23-4-61 Low Density (1 & 2 Family) 1400 185.2 15-4-1 0.25 4 R15-4-1 23-4-62 Mixed Residential: Low, Medium, High Density Residential; Professional Offices 1800 41.2 15-4-1 1.5 4 R15-4-1 23-4-63 Parks, Open Spaces, Schools, Hospitals, Government Fac., Public Areas, Airport 600 138.7 22-6-3 4 10 R22-6-3 23-4-65 Low Density (1 & 2 Family) 1400 111.4 15-4-1 0.25 4 R15-4-1 23-4-68 Parks, Open Spaces, Schools, Hospitals, Government Fac., Public Areas, Airport 600 224.6 22-6-3 4 10 R22-6-3 23-4-72 Agriculture, Residential (possibly) 1400 391.3 15-4-1 0.25 4 R15-4-1 23-4-9 Low Density (1 & 2 Family) 1400 147.2 15-4-1 0.25 4 R15-4-1 23-4-92 Mixed Residential: Low, Medium, High Density Residential; Professional Offices 1800 44.7 15-4-1 1.5 4 R15-4-1 23-5-14 Mixed Residential: Low, Medium, High Density Residential; Professional Offices 1800 42.7 15-4-1 1.5 4 R15-4-1 23-5-23 Low Density (1 & 2 Family) 1400 154.5 15-4-1 0.25 4 R15-4-1 23-5-34 Low Density (1 & 2 Family) 1400 39.9 15-4-1 0.25 4 R15-4-1 23-5-61 Mixed Commercial: Medium to High Density Residential; Professional Offices; Neighborhood Commercial 1400 76.5 22-6-3 0.1 4 R22-6-3 Page 229 of 323 Node Name Land Use Dry Weather Flow Wet Weather Flow Flow Rate (cfs) Area (ac) Temporal Variation Peaking Factor applied in SWMM Model Resulting Peaking Factor RDII 23-5-8 Mixed Residential: Low, Medium, High Density Residential; Professional Offices 1800 7.7 15-4-1 1.5 4 R15-4-1 23-6-14 Parks, Open Spaces, Schools, Hospitals, Government Fac., Public Areas, Airport 600 6.4 22-6-3 4 10 R22-6-3 23-7-1 Parks, Open Spaces, Schools, Hospitals, Government Fac., Public Areas, Airport 600 2.5 22-6-3 4 10 R22-6-3 23-7-17 Low Density (1 & 2 Family) 1400 8.2 15-4-1 0.25 4 R15-4-1 23-9-13 Semi -Public, Utilities, Hospitals 1000 12.6 10-9-3 3.1 4 R10-9-3 23-9-19 Industrial 1000 6.8 10-9-3 3.1 4 R10-9-3 23-9-20 Industrial 1000 37.2 10-9-3 3.1 4 R10-9-3 Page 230 of 323 q1■■��I/III�� imimumummummunisus iauuaiii:uiiu11111111111/11111111111111111111111� MINIIIIMMENNINEMNINNIN 111;171E1E 1=1;m1 isimaimm 111111111111111 1111111111111 1111111111 E1111R__IIIRIUNRUI 11111111111111111111111.1111111111 MIN 11111111111111111111111111111 11111111111111111111111M1111211111111111111111111111111111111.1111111111.111111111111111111111111 111111111111111111111111 1111111111111111511111111111111111111111111111111111111ram.11110111111,1111111111111111111111111111111111 simumme swim 11111111111111111111111111 MO1J 30VM3S A1IVQ 3nb`d3AV 01 )Yd ?0 0I 1 n 12-15 O a O O O O O 0 O N O O C O O O O O O N 0 O m HUNDREDS Waste -Water LU Q AECOM ATTACHMENT 3 \\usmwklfs001\prod\Data\Projects\60514708\400_Technical\450_Modeling\Memo\City-Wide Service Area Assessment Capacity Assessment\City-WideCapacityAssessmentMemo-20170920.docx 23 Page 232 of 323 lj 111111:11 .00 ,000001,111111, 0.0,„, 1,111, "1' """'„1411t,,g1,',',';0,',1'1" 111111 'III' 111111'1 111,1111';' 1"11 111111 11111 1110 111, Figure 2 Existing Conditions: 2-year, 6-hour Design Storm Analysis Results Service Area Boundary • Surcharge Above Ground Surcharge No Surcharge Some Structures have multiple outlets Surcharge determined by the lowest crown elevation 1,250 2,500 5,000 7,500 -oat AECOM Page 233 of 323 1111,11 .wu nnu Figure 3 Existing Conditions: 5 -year, 6 -hour Design Storm Analysis Result. Service Area Boundary Surcharge Above Ground • Surcharge No Surcharge Some Structures have multiple outlets Surcharge determined by the lowest crown elevation 1,250 2,500 5,000 7,500 Page 234 of 323 AECOM fliYH 111111M,„;:,„,, 1,111 Figure 4 Existing Conditions: 11) -Year' 6-hour Design Storm Analysis Result Area Boundary No ss.SSuouurmrrccchehhasaartarrrggeueecdtAeutbe mv ein eGdrobuy nt d 7 500 100 ,0e0e, Surcharge outlets elevation 20 2COM 0 1,5,5 5,000 Page 235 of 323 AECOM ATTACHMENT 4 \\usmwklfs001\prod\Data\Projects\60514708\400_Technical\450_Modeling\Memo\City-Wide Service Area Assessment Capacity Assessment\City-WideCapacityAssessmentMemo-20170920.docx 24 Page 236 of 323 Page 237 of 323 Figure 5 Service Area Boundary No Surcharge Surcharge Surcharge Above Grour Lift Station 500 5,000..... Page 238 of 323 Future Conditions: 5 -year, 6 -hour Design Storm Analysis Resul No Surcharge Surcharge Lift Station Force Main Gravity Main Service Area Boundary 2,500 5,0011 Page 239 of 323 Figure 7 Future Conditions: 10 -year, 6 -hour Design Storm Analysis Results No Surcharge Surcharge M N UAT A N X3 11.111111111 :::""1"""" 3"11L"""" NI Page 240 of 323 AECOM Technical Memorandum AECOM 1300 East 9th Street Suite 500 Cleveland, OH 44114 www.aecom.com 216 910 2000 tel 216 910 2010 fax To Ross Hillsman, PE, John Lapointe, PE Page Page 1 of 5 CC Subject Modeling Evaluation of the Proposed Titus Lift Station From Sin -Hong Lin, PhD., El, Xavier Pedeux, PE Date March 1, 2019 This memorandum summarizes the evaluation of the pump operations at the proposed Titus Lift Station and its impact on the existing Waterloo sewers upstream and downstream of the proposed Titus Lift Station. The Waterloo city-wide sewer model was run under the 10 -year, 6 -hour storm to investigate the effect of the proposed Titus Lift Station and the evaluation of the system performance in the Waterloo sewer collection system. The 2017 study of Capacity Assessment for City of Waterloo indicated that the existing sewer downstream of the existing Titus Lift Station along WCF&N Drive exhibits capacity issues under the 10 -year, 6 -hour storm, and the sewer upstream of the existing Titus Lift Station gets surcharged due to the insufficient pump capacity at the Titus Lift Station in the future condition, see Figure 7 in the technical memorandum of City of Waterloo, Iowa, Capacity Assessment from Chuck Boehm and Ashley Leisgang found in Appendix 2. AECOM, September 2017 (Attachment A). The study implied that the capacity of the sewer and the pumps at the existing Titus Lift Station would need to be upgraded due to simulated pipe surcharge and manhole flooding in this area. To relieve pipe surcharge and manhole flooding on the sewer upstream and downstream of the existing Titus Lift Station, a new Titus Lift Station with upgraded pump capacity and a new route is proposed. The details of the proposed Titus Lift Station, including the location, the force main, and the proposed route, can be found in the technical memorandum of Titus Lift Station from Ben Klaus, AECOM, December 2018 (see Appendix 1 of this preliminary engineering report). To evaluate the impact of the proposed Titus Lift Station design, the proposed pump capacity, the force main, and the wet well were developed in the model for the 10 -year, 6 -hour storm simulation. Figure 1 of this technical memorandum shows the capacity condition of the proposed sanitary sewer system with the new Titus Lift Station under the future flow condition under the 10 -year, 6 -hour storm. The model results indicate that the proposed Titus Lift Station with improved pump capacity and the new route can significantly help convey flow downstream, and the increased flow to the proposed discharging manhole of 10-9-48 will not result in surcharging of pipes downstream of this manhole and upstream of the Park Road Lift Station. In addition, with more flow being pumped from the Titus Lift Station through the force main, no pipe surcharge is predicted in upstream sewer segments, including Broadway Street, Diagonal Street and Wagner Road, due to the pump capacity increase. The 10 -year, 6 -hour model results also show that the sewer downstream of the existing Titus Lift Station on WCF&N Drive north of Dodge Street is not surcharged, and no manhole flooding is simulated. Re-routing flow from the Cattle Congress Lift Station to the proposed Northwest Interceptor reduces flow loading at Manhole 10-9-75 at the intersection of Conger Street and Broadway Street as Page 241 of 323 AECOM 2 proposed in the technical memorandum on the new Titus Lift Station and Force Main found in Appendix 1 of this preliminary engineering report. This will eliminate the flow of 0.75 cfs from the Cattle Congress Lift Station to the existing gravity sewer on Conger Street during the 10 -year, 6 -hour storm. The capacity condition of this scenario exhibits the similar results to the proposed Titus Lift Station assessment without flow re-routing from the Cattle Congress Lift Station (as shown in Figure 2 of this technical memorandum). Summary The 10 -year, 6 -hour model simulation indicates that the proposed Titus lift station design with enhanced pump capacity and the new route cannot only help relieve pipe surcharge and reduce manhole flooding at both the upstream and downstream sewers but also will not make capacity issues for the sewer downstream of the new discharging manhole of 10-9-48 with or without the flow from the Cattle Congress Lift Station. Based on the model results, both the proposed Titus Lift Station design and the further consideration of flow re-routing of the Cattle Congress Lift Station to the proposed Northwest Interceptor are feasible infrastructure improvements to enhance system performance for this area. Page 242 of 323 AECOM 3 11 f/• _ �. .,.., Q. .III -u ,,..;IVB,,,,,,,,,,,,, B. 8 IB .; ;17: 86 a:ir: 6 hot r stmt Storm ,Attopm6 Rem% rle,i :Swam, Skatom Fuze. Wiao �tlQrJf Maid • 11111 111111 ki iiiii IIIII� liiiii° iiiii � it IIIIIIII°I „ or, IIIIIh°°°°1111111 IIIIIIIIIII �III�W�I °11111, 111111°° iiiii°IIIIII ono r ysten iiiii °t 111111he111111 iiiiil l 111111 ootliAs 111111 liiii I° [1'1868 Page 243 of 323 AECOM 4 122 4222 212 .......,.,.aim,......., w ,mv ['bnit .... with System Improvements tints t. Plvp os d Titus LS Design ColliO Congress LS Flow DesFinutivin oilinste Design Skim Anoilysis Results '1,12,2111,;211u iiiiiiiiiiii uuu �i�� uuu �� ��� �� um �� ��� °11 ��� ��� ���� �� ��� i�� iiiiioiV ilii iiiii IIIII� m iiiiii µ iii iiiii i°o Illll 111114°" iiiii I11111""""iii iiiiii IIIII1 IIIII4iiii't00000IIIII4"°°° °iiiii iin (itor � 111111 iiiiio�� ����� "uuuu °��° VIII������ iiiii�� Lite�� iiiii nor 1i��'� � � iiiii�� �����������IIIIII 111111 t iiiinii sod 1001 Abovo Mond LA Shit. Rote 221442 22,22, 1222,222222,722,22227 2,22 22,22,22122222 ysteiiiiii°gym °hth Fitt iiiii°° VIIIse Tit ° 111111 the 1111Pot 11111 orthwoonoistern Page 244 of 323 sr NG A A N I US :":T ZAW NGS Page 245 of 323 Appendix 4 - Existing and Proposed Titus Lift Station Drawings sro N AN D OFZ0 13 S EED TO niU S ,,,•7'42Elflei,ELC)j , .„„„ . 2cw,, 11" ttij Existing Titus Lift Station (Profile Vie I) 0 0 d FT STATION ) RAW 0 ,200 4,4544,1, :./ N s 60590223/400/404/APPENDIX 4 May 2019 Page 246 of 323 Appendix 4 - Existing and Proposed Titus Lift Station Drawings 474,41,11,e, 7 Rican, 4,4 04L Z2 AMP \ roe - 1,P.S CoALr,,,,eoz JL- C), ,r4i'Cotay,e,rer Existing Tituc. Lift Station (Plan View) 174 rthec 40' r 4":„ r r 7VANr 60590223/400/404/APPENDIX 4 May 2019 Page 247 of 323 Appendix 4 - Existing and Proposed Titus Lift Station Drawings 00 VALYL VAT (igN, qt --2 (1110.111 Typical Lift Sta n Plan View ILL, Typical Lift Statin Secti.n Vie 60590223/400/404/APPENDIX 4 May 2019 Page 248 of 323 N A II A II III F IIIIIIIIIIIII N D X5 N NC s s Page 249 of 323 Appendix 5 - Opinion of Probable Construction Cost NV ON O X 5 „„„„„„„„„„„„„„„„„„„„„„„„„, PROBABLE CONSTRUCTION COSTS Below is a budgetary cost estimate for the Titus (Midland Avenue) Lift Station replacement project. Description Estimated Cost A. Mobilization, Bonds and Insurance $ 110,000 B. Materials and Equipment, Including Controls 550,000 C. Installation of New Lift Station 550,000 D. Force Main: 8,000 LF of 12" Dia. Pressure Pipe, Including Surface Restoration 1,800,000 E. 24" Dia. Casing Under Railroad Tracks 200,000 E. New Emergency Generator 275,000 F. 20% Contingency 700,000 Subtotal $ 4,185,000 Engineering and Administration 915,000 Total Estimated Project Cost $ 5,100,000 *Based on project bidding in late winter/early spring 2020. 605902232/400/404/APPENDIX 5 May 2019 Page 250 of 323 A ) ) P N ) Ix RA D IIIIIIIIIIIII s Page 251 of 323 Appendix 6 - Photographs P 10T G 11.11111 S The following photographs were taken on April 30, 2019, showing the existing Titus Lift Station and surrounding area. ul IIIiiIIII�III�IIIIIIIIII�NIJI�VfIIIIIIIuu�idfVkllfiuh ��oiiiiViiiiiuuii 1,1"""""l IIIIIIIIIIIIIIIIIIIIII)lllllllllllllllllllllllllllllllllllllll �IT�NI�i'dy,lr'rr°u'uuu ; N�Iillldi,l, 9 au ((pil :i 91'Nlliii1,11 I ,p; Nffm p � plr',nlvr, yjv, I"'uluuuuu I ��Illlliiiuuuuuuuuiilrrrrrrrrrrrrlrf� liul+'+IIIwI1,)ilj 111ff(�9 I h6 rmuu �� 111 0000 VIYI, �„»�Illlllllllllllllllllllllllllllllllll�quuuuuuuu1.11,1;00,4101,01uuuu IPuuuuuuui lug" I� �d"QI�":HINU NorIIpW„141�II „ luul IIIIIIIIII IJJJJJJJf J111111111111Aluuuuuuuuu VUP"t'14N Y11�111111 'I'Nnl ..,inmtlllfoml�I°.e 1Nul III!Ilil4 +u+w�„ II rr IlNljr yV17?'11111111UIIIIIIII I V�hlll Uii.. �Ilfll 1, 1I III�� I�llll���'"11 avr eVp!VPlulpu4,l ,,,plurlllm,�,G IW( IIIII III �IIIIIllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllliIIT III IIRhi�l 11)(gn� �Ruslllf� 1 ��: 111111111111111111111 uiul��1 uul 1111111 tl �II I �iiilI�IIIIIIII;;Illlll�llllllllllllllllllllllllllllllllllllllllllllllllllllllllliii iiiiiiiiiiiiiiiiiiiiiiiiiiiiiii 111111111111111111111111111111111111111111111111111111111111111111111111 111111I ) lllllllllllllllll llllllllllllllllllllllllllllllllllllllllllllllllllllllolllllllllllllllllllliiiillglgggggg111111llllll11,11 �I'lllllllllll 1111111 �' 1111•1 uurllllllllllllllllllllllllllllllllllllllllllllllllllIIIIIIIIIIIIIIIIIIIIIII�1IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIl1, , )1IIIIIII1111111111111,,I 11111111111111111111111) ) N it 0 ffffffQ((((illli uu'fili 41 Ili'IT1G 1,' a J�'^ 11'SIPI AI iilimq r. 605902232/400/404/APPENDIX 6 May 2019 Page 252 of 323 Appendix 6 - Photographs ,,ri1�1,11 yl;um'rol 001 olgowMu "w lila'" V"'luill, ° II�A�G' ��Ilh Pluu �« u11rywP'MI!PuYP1N1111'V11° I, �'�' IIVVI�III('(uurvVlvluli!VNHiIriW ,rw lu lillgJoul Iu1u^Alluiiiu1VN411 h„ 1�'Iiuwl ��pIVY1^Y�h��Yl�� ,,I - I I I�Ii IIIVI°�llu II I „,� U'vv�ws�l ,ria IwImllfi�'Ifiiil�lVll� cul �m I;IIN)glll U1IIJVI If111�1, ��, ,,�, ( ILII 1iI111111Qp I I II I I ��,� ���Ili�lullll', P ,IWUV Iv�.,auIV1�N1�ll,1 V6� 11141 ���(wl.lhiu I f+i li�'I IuhVlry 1Nry'14uuk" � N1ppmPfluwlr?', IGI,yYV11'pl�lolll 111�h lI I u111i 'IIII N!u ifl ;; � IIIIa I u, gull II I� lq -sl ul Mlrr � I(I k rl 1,11,01,1 ,,, I I M1 �iiIIN'MIIII6YUIIN9d16114RtlINIdu1dNUVIoVliliuddlfudl VIIOIIUNUVIVI to VlVwipu�vuvlvl v ' �I �I�PI�+ItluIlpNyV�MuNINVIIIUn��� p� I IPS ��I I� i my «IIu»I"III�� 'II II pA i "�Iflll/ lllll�����1��1� dli��llll y " .Illllmnlll�lllllllnn�l IIS 1, � ) 1u�'^11��^ X V� ) 11 III• (111II Y"���i N p p �IVIII�I 9 P VIII VI I I;fl'IIIIIIII���I I1111IIIVIII all uprr aai,,,;,, lii1�%l11�N�d4W'I��GII'1111111111: I CI ti Ins, wNr a ,, 1119' "'""IRIIIII r ��YY �Gwv1 I,I VIII f I V , , «rrr JI III NV�N"Y'I I' "PIG'�h���UlauUol��>wh1H�4°I I''dl �u�lll "��° f1111 i 11� way hdwlMv�ouanumwullpululll 11 liiilml umoi«PiunlvNr ���� raarmaaiiii////////////////////////�//////////,%!;/ulllllnirrrre�ulllfllllblullll, rmll uwlrlr e uul «ro„li��lr liil ISI 111 l Illlllllllllllllllllllllllllll������f��rIIISI; !!!I J I��iillllilllllllllllllllllllllllllll�IIIIII11111111111111111111,111,,,,,1,,, �,I�� , � l ��1�`��f 1Jliil jrri111,IIIIIIIIIVoIII .1,1il'11111111111111111111111111111111111111111111iilillli lllllllllllllllllllllllllll ����,4IIIIIIIIIIi�1�111�1�11 iiiiiii���llllllllllllllllllllll��������i���iiiiiii� ��I1111111 I�lilillilii1111°1111111 IIIIIIIIII 11IIIIII II I�i�i�i�iiiiii�l �I 1 1 1 l�rlliiiiiiiiiiillllll I I I Il��liiliiilllllll ,I�!11111111 IIIIIIIIIIIIIIII I�Illll,lilill,IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Il�����illlllliil IIII �I��IIIII mjliiilum .. IIIIV VIIIA ,!!11111111111; ;i1111,�1,�1�1 61 IIIVII����)1�lllp�ll)11lRVruf(iiiduualv�ltiNlY+u1 ulllluui iiil I Illiiiillllllllll I�I 1111111111 1 111111 111111111.11. aVl 605902232/400/404/APPENDIX 6 May 2019 Page 253 of 323 Appendix 6 - Photographs a�w�tll; w u�11� VIy1111 ui mGr�'umJ:,I! yo �^., NIw , " II , �NuuaIII'IIIpIVpINVIIVIdM yIIIII� '11l�p,�. 0,01�V 1�1 YnI("r�I�pWN, �1;Ollll�)wnI,lI,lI,Imu,1l1w;ry"vtiul°ug !N� VINOIOI,: �o�, """NllW� Yllur;„', � ���II �I I rvY"�O' IIu1„,0,,t,a ,„,NOH",,�,�nyld IVO,,,,,,mI IV� , .,,,,,w�I&Vw,,, II�um�+�m7�GII ^�01mw ,,, I lEild II, 'lurr:. 605902232/400/404/APPENDIX 6 May 2019 Page 254 of 323 CLEAN WATER STATE REVOLVING FUND INTENDED USE PLAN (IUP) APPLICATION A • $ I cation Packet Checklist A • Iscation Packet Instructions IUP A ,s1 Is Real P 'cation Form Assurance Form SRF STATE REVOLVING FUND The application for inclusion on the Clean Water State Revolving Fund (CWSRF) IUP can be submitted only when the wastewater project is at the right stage of the construction permitting process. This packet outlines the requirements of the permitting process that must be met and includes the materials and information needed to complete the IUP application. Please use the checklist and instructions to make sure your application is complete before submitting it. APPLICATION PACKET CHECKLIST A. Construction Permitting Information — To Be Completed by App Applicant Name 1. DNR Number (e.g. W2014- ._ 2. DNR Project Manager Name Project Identification: Titus Stationift and Force Main ---------------- 4. Project Initiation Meeting Held (dat 5. Flows and Loads Concurrence by DNR (date or N/A) If N/A, state reason: 6. Wasteload Allocation Completed (date or N/A — see 5. above) 7. Antidegradation Alternatives Analysis Required 7a. Alternatives Analysis Approved by DNR (date or N/A) 8. Three Copies of Certified Facility Plan 8a. If Already Submitted (submitted date) Certification Date: ifno,goto8. 9. Iowa Construction Permit Application Schedule A 10. Schedules F and G (if needed for the project) If N/A, state reason: icant City of a e loo, Iowa La 5-23-19 (tentative NA NA Yes NA Yes X ant, P • Yes X Yes No X N/A X For DNR Use Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Ama, IL 1111 0 No No No No No No 0 No Ne No age For DNR Use: The Applicant has followed the DNR Wastewater Construction Permitting Process and the project is eligible to be placed on the IUP pending review of the SRF information requirements. DNR Project Manager: Date: B. State Revolving Fund Information — To Be Co 11. IUP Application Signed 12. DUNS Number Included (note: Form 47(J0-4 n required) 13. Property Assurance F Signed p eted by Applicant Yes X Yes X nger 14 SRF Environmental Re Check ist and A ta ments Completed and Submitted For SRF Use: The IUP application materials are complete. The application will be placed on the IUP (IUP Year), DNR SRF Administrative Assistant: February 2015 DNR Form 542-1320 Yes X Yes X UP Quarter) Date: :orSRFUse 111111„, Yes es es h CWSRF Number 20 0 0 INVESTING IN IOWA'S WATER Page 255 of 323 CLEAN WATER STATE REVOLVING FUND INTENDED USE PLAN (IUP) APPLICATION INSTRUCTIONS ITEMS 1 — 9: Wastewater Permitting The Clean Water SRF Intended Use Plan Application will only be accepted when Items 1-9 have been completed through the Wastewater Construction Permitting Process of the DNR Wastewater Engineering Section. Please refer to the Wastewater er t n P ecess Manual for detailed information on these steps. SRF STATE REVOLVING FUND DNR Number (e.g. W2014-#### or S2014-####): All wastewater construction projects are assigned unique numbers for tracking by DNR. A number beginning with W and the fiscal year indicates a Work Record. A number beginning with S and the fiscal year indicates a Project. 2. DNR Project Manager Name: A project manager from the DNR Wastewater Engineering Section is assigned to each project. • Project Identification: A brief description of the project is required in Design Schedule A, General Information. The project description must fall under the project scope established at the project initiation meeting. An accurate description is necessary because multiple construction contracts may have the same project numbers, 4. Project Initiation Meeting Held (date): A project initiation meeting must be held with the DNR, Owner, Consulting engineer (licensed professional engineer), and other parties. 5. Flows and Loads Concurrence by DNR (date): If flows and loadings will change due to the project, the DNR Project Manager must concur with the proposed design flows and loadings prior to preparing the Facility Plan. 6. Wasteload Allocation Completed (date): If a Wasteload Allocation is required for the project, it must be received by the Owner before preparing the Facility Plan. 7. Antidegradation Alternatives Analysis Required; 7a. Alternatives Analysis Approved by DNR (date): If an antidegradation alternatives analysis is required for the project, it must be approved by the DNR Project Manager before the Owner prepares the Facility Plan. If a Facility Plan is submitted prior to DNR approval of Antidegradation Alternatives Analysis, it will not be accepted for review. 8. Three Copies of Certified Facility Plan; 8a. If Already Submitted (date) and Certification Date: After completing all applicable planning steps as discussed above, the Facility Plan may be submitted to DNR. If three copies of the Facility Plan have already been submitted, please note the date submitted and certified and do not send additional copies. 9. Iowa Construction Permit Application Schedule A: Design Schedule A must be certified by both the Owner and the Consulting engineer (licensed professional engineer). It is required for all wastewater projects. Schedule A must indicate that Clean Water SRF financing will be requested to be considered as part of this IUP application. 10. Schedules F and G (if needed for the project): Schedule G provides Wastewater Treatment Plant project design information and Schedule F provides site information for treatment process site selection. February 2015 DNR Form 542-1320 INVESTING IN IOWA'S WATER Page 256 of 323 ITEMS 11 — 14: Clean Water SRF 11. IUP Application Signed: The Intended Use Plan application must be signed by the Owner's authorized representative. 12. DUNS Number Included: The Dun and Bradstreet Number (DUNS) was collected as part of EPA 4700-4 form. That form is no longer required for SRF applicants. If the Owner does not have a STATE DUNS number, go to htt 0: fed ov.dnb.com w If. rm to request one. While loan recipients no REVOLVING FUND SRF longer have to fill out the 4700-4 form, it is important to note that they are still required to comply with Title VI of the Civil Rights Act of 1964. Title VI provides that no person in the United States shall, on the grounds of race, color, or national origin, be excluded from participation in, be denied the benefits of, or be subjected to discrimination under any program or activity receiving Federal financial assistance. 13. Property Assurance Form Signed: This form is required whether or not the Owner currently intends to purchase land using SRF funds. Land for siting treatment facilities is an eligible cost as of October 1, 2014. 14. SRF Environmental eview Checklist and Attachments Completed and Submitted: The ER checklist outlines the information needed to start the SRF ER Services. Supporting materials may be requested to document funding requests and system needs. Please include the following items with your application: Three official copies of the Facility Plan (unless previously submitted) Iowa Construction Permit Application Schedules A (and F and G where applicable Materials included in Exhibit 5: SRF Environmental Review Checklist Real Property Assurance Form with authorized signature Application materials should be sent to: State Revolving Fund, c/o DNR Wastewater Engineering Section Iowa Department of Natural Resources 502 E. 9th Street Des Moines, IA 50319-0034 A • MIP11 I cation Deadlines For More Information about the Clean Water SRF IUP Application, contact Patti Cale -Finnegan, 515-725-0498 or a ti.cale-finne at February 2015 DNR Form 542-1320 • V. INVESTING IN IOWA'S WATER Page 257 of 323 CLEAN WATER STATE REVOLVING FUND INTENDED USE PLAN (IUP) APPLICATION FORM This form may be used to apply for inclusion on the project priority list of the Clean Water SRF IUP at the time a complete Facility Plan is submitted. IUPs are developed on an annual basis with quarterly updates as needed. This form is not an application for a loan. SRF loan application materials may be obtained at www.lowaSRF.com. The loan application should not be completed until after bids are received. STATE REVOLVING FUND Instructions: Complete the requested information in the following sections to the best of your ability. Please print or type the information on the form. If a particular item does not apply to your system, enter n/a for "not applicable." Attach supporting documentation as needed. Keep a copy of the completed application for your records, submit a copy to your engineer, and submit the original signed form to the following address: State Revolving Fund, c/o DNR Wastewater Engineering Section Iowa Department of Natural Resources 502 E. 9th Street Des Moines, IA 50319-0034 Section 1: Applicant and Consulting Engineer Information Applicant Name: City of Waterloo, Iowa Mailing Address: City, Sta e, Zip + 4 3505 Easton Avenue Wa erloo, Iowa 50702 Authorized Represen a ive: Steve Hoambrecker, P.E. Signature: Title: Telephone Number: Waste a e Supt. 319-291-4553 E-mail: DUNS Number: Consulting Engineer: Firm: Firm Address: Ci y, Sta e, Zip + 4 Telephone Number: E-mail: Steven.Hoambrecker a e loo-ia.org Ross Hillsman, P.E. AECOM 501 Sycamore S ee Suite 222 Waterloo, Iowa 50703 319-232-6531 Ross.Hillsman@aecom.com NPDES Facility No.: 0790001 February 2015 DNR Form 542-1320 INVESTING IN I© A S ATER Page 258 of 323 Section 2: Project Schedule An icipa ed final plans and specifications submittal date: Anticipated construction start date: December . 2019. February 28, 2020 Section 3: Brief Project Summary Attach additiona pages if necessary.) Describe he reasons or the needs for the proposed project: (i.e. specific water qua ity prob em or system improvement) The"northwest portion of the waterloo, owa sanita sewer collection and pumping system has been identified as one o the areas that requires attention due to high wet weather flow rates and the condition of the sanitary sewer system infrastructure in the area. The following are the p ary objectives of the Titus Lift Station and Force Main Project: 1.) To eliminate sanitary sewer and manhole surcharging in the area hydraulically upstream of the Titus Lift Station. 2.) To provide sanitary sewer improve ents to allow for growth in the Titus Lift Station basin in the northwest portion of the City of Waterloo. A new lift station and force main are proposed to address these objectives. Describe the scope of the proposed project: i.e., specific so ution to the water quali y prob em, or proposed system improvement) The new lift station will be constructed at the ()cation of an existing lift station (Titus Lift Station). Titus Lift Station currently pumps into the Virginia Avenue Lift Station and is undersized to address future needs. The new lift station is sized at 12 -foot diameter and approximately 27 feet deep, with a conventional valve vault and flow meter pit. A new 8,000 ft. long force main wilI send wastewater to the Park Road Lift Station. Which other funding programs are you considering to assist in completion of this project? Compliance Status Check all that apply: Community Development Block Grant (CDBG) • Rural Development Grant and/or Loan El Reserve Funds n Other: Has been referred to the Iowa Attorney General n Has received administrative order from DNR Under compliance schedule in the NPDES permit Other: Sec ion 4: Project Environmen al Outcomes Primary Impacted Waterbody NHD Reach Code: Designated Surface Water Uses (e.g. Al, BWW): Project Will Con ribute to Water Quality... (check one) Project Will Allow the System to... (check one) Project Will Allow the System to Address...(check all that apply February 2015 mprovement X Maintenance Not Applicable Achieve Compliance X Maintain Compliance U Not Applicable X Existing TMDL U Projected TMDL r] Watershed Management Plan Page 259 of 323 Section 5: Project Cost Cost Category Lego Expenses Es ' a ed Tota Cost in Land and Easements Engineering Planning Fees Engineering Design Fees Engineering Construction Fees Construction Equipment Other: Other: PROJE SUBTOTAL Contingencies Planning and design loan proceeds, if rolling into construction oan Less Any Funds Requested from Other Sources $700,000 LOAN SUBTOTAL ,144,000 Loan Initiation Fee (Loan Subtota x .005 TOTAL IUP REQUEST Section 6: Consultants Bond Counsel Firm: Name of Contact Person: Mailing Address: City, State, and Zip: Telephone Number: Email Address: Municipal Advisor Firm: Name of Contact Person: Mailing Address: City, State, and Zip: Telephone Number: E ail Address: Round to the nearest $1,000 Ahlers Cooney Kristin Billingsley Cooper 100 Court Avenue, Suite 600 Des Moines, Iowa 50309-2231 515-246-0330 kcooper@ahle s a .com Speer Financial, Inc. Maggie J. Burger 531 Commercial Stree Suite 608 Waterloo, Iowa 50701 3 9-291-2077 mburge speerfinancial.com Please provide these contacts if known at the time of application. The requirement to engage a Advisor is new to SRF for projects starting in fiscal year 2015. February 2015 u f ici $25,720 $5,170,000 Fier nci Page 260 of 323 Section 7: Acquisition of Property by SRF Applicants U.S. ENVIRONMENTAL PROTECTION AGENCY ASSURANCE WITH RESPECT TO REAL PROPERTY ACQUISITION OF TITLE III OF THE UNIFORM RELOCATION ASSISTANCE AND REAL PROPERTY ACQUISITION POLICIES ACT OF 1970 AS AMENDED The City of Waterloo (Applicant) hereby assures that it has authority under applicable State and local law to comply with Section 213 of the Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970, Public Law 91-646, 84 Stat. 1894 (42 U.S.C. 4601) as amended by the Surface Transportation and Uniform Relocation Assistance Act of 1987, Title IV of Public Law 100-17, 101 Stat. 246-256 (42 U.S.C. 4601 note) and 49 CFR 1.48(cc); and certifies, assures and agrees that, notwithstanding any other provision set forth in the application: 1. For projects resulting in the displacement of any person: a. It will adequately inform the public of the relocation payments and services which will be available as set forth in Subparts A, C, D and E of 49 CFR 24. b. It will provide fair and reasonable relocation payments to displaced persons as required by Subparts D and E of 49 CFR 24. c. It will provide a relocation assistance program for disp aced persons offering services described in Subpart C of 49 CFR 24. d. Comparable replacement dwellings will be available pursuant to Subpart F of 49 CFR 24, or provided if necessary, a reasonable period in advance of the time any person is displaced. e. In acquiring real property, it will provide at least 90 days written notice to each lawful occupant of real property acquired, stating the date such occupant is required to move from a dwelling or to move his business or farm operation. 2. For p ojects resulting in the acquisition of real property: a. It will fully comply with the requirements of Subpart B of 49 CFR 24. b. It will adequately inform the public of the acquisition policies, requirements and payments which apply to the p oject. c. It will make every effort to acquire real property expeditiously through negotiation. d. Before the initiation of negotiations it will have the real property appraised and give the owner or his representative an opportunity to accompany the appraiser during inspection of the property, except as provided in 49 CFR 24.102(c)(2). e. Before the initiation of negotiations it will establish an amount which it believes to be just compensation for the real property, and make a prompt offer to acquire the property for that amount; and at the same time it will provide the owner a written statement of the basis for such amount in accordance with 49 CFR 24.102. f. Before requiring any owner to surrender possession of real property it will pay the agreed purchase price; or deposit with the court, for the benefit of the owner, an amount not less than the approved appraisal of the fair market value of the property; or pay the amount of the award of compensation in a condemnation proceeding for the property. February 2015 Page 261 of 323 g. If interest in real property is to be acquired by exercise of the power of eminent domain, it will institute formal condemnation proceedings and not intentionally make it necessary for an owner to institute legal proceedings to prove the fact of the taking of this real property; and h. It will offer to acquire the entire property, if acquisition of only part of a property would leave its ownerwith an uneconomic remnant. References to 49 CFR are citations to Title 49, Code of Federal Regulations, Part 24, published in the Federal Register Vol. 54, No. 40, March 2, 1989. This document is hereby made part of and incorporated in any contract or agreement, or any supplements and amendments thereto, relating to the above -identified application and shall be deemed to supersede any provision therein to the extent that such provisions conflict with the assurances or agreements provided therein. City of Waterloo (Legal Name of Applicant) By (Signature of Authorized Representative) Da e February 2015 Page 262 of 323 SRF Environmental Review Checklist The following checklist outlines the information needed to start the SRF Environmental Review (ER) Services. Please provide the following to: State Revolving Fund, Iowa Department of Natural Resources, 502 E 9th St, Des Moines IA 50319-0034. ✓ Other federal funding sources that will be used for the proposed project. (Check ALL that apply) n No other federal funding sources are planned. n CDBG • What amount was requested? $ SRF STATE REVOLVING FUND • Has the funding amount been awarded? Yes ❑ No • Who is preparing the environmental review documents for this funding source? Please provide contact information. ❑ USDA -RD • What amount was requested? • Has the funding amount been awarded? Yes ❑ No • Who is preparing the environmental review documents for this funding source? Please provide contact information. n Other: Please specify program • What amount was requested? • Has the funding amount been awarded? Yes ❑ No • Who is preparing the environmental review documents for this funding source? Please provide contact information. ✓ The anticipated construction start date for the proposed project. (Check ALL that apply) Ti The anticipated construction start date on the current IUP application is correct. n The anticipated construction start date has changed from the date listed in the IUP application. • What is the new anticipated construction start date for the project? n The proposed project schedule is dependent on other funding source(s). • Will the construction start date be delayed if other funding is not awarded? n Yes n No Ti The proposed project schedule is dependent on an existing compliance schedule. • What is the construction start date listed in the compliance schedule? ✓ A description of the current project scope including: what is proposed to be constructed, specific construction methods that will be used, estimated dimensions (length, width, depth) of excavated areas and the proposed construction schedule if construction will be phased. A new lift station will be constructed at the location of an existing lift station (Titus Lift Station). Titus Lift Station currently pumps into the Virginia Avenue Lift Station and is undersized to address future needs. The new lift station is preliminarily sized at 12 -foot diameter and approximately 27 feet deep, with a conventional valve vault and flow meter pit. A new +/- 8,000 ft. long force main will send wastewater to the Park Road Lift Station. July 2016 Page 1of3 INVESTING IN IOWA'S WATER www.iowasrf.com PSOU2'63V6323 ✓ Indicate if any of the following ancillary impacts will result from the proposed project. (Check ALL that apply) Ti Abandonment or demolition (partial or entire) of existing building/structures Ti Borrow pits n Staging areas for equipment and materials n Temporary and/or permanent easement areas n Pavement replacement (street, driveway, sidewalk) n New access for roads/utility lines ✓ A recent aerial map with the marked boundaries of the project area. The map should also include labeled location(s) of all proposed construction boundaries (include any ancillary impacts listed above as applicable). If a specific area has yet to be defined, please mark a larger area that will include the final project area. Ti A copy of the project area map is included. • What is the approximate size of the total project area? 8 acres • How much of the total project area will be impacted by ground -disturbing (excavation, grading, tree removal, etc.) construction activity? 8 acres 1 Photos with a descriptive caption (include location & direction) of the project area showing current land use and habitat. Ti Photos with captions are included (digital files are preferred). ✓ Indicate which of the following impacts are anticipated as a result of the proposed project. (Check ALL that apply) n Demolition, abandonment or rehabilitation of any building/structure over 50 years old. Picture(s) showing the interior and exterior facade of the building/structure should be provided. Provide the following information for each building/structure over 50 years old that will be impacted. • What year was the building/structure originally constructed? If the exact year is unknown, provide an estimate. 1955 • What material(s) is the building/structure made of? Concrete • Have any additions or substantial alterations to the building/structure occurred? If so, describe what was done and when. No n Brick sewers or street surfaces will be disturbed by construction activity. • Has a historic context (including Iowa Site Inventory Forms) been prepared for the brick sewers/street surfaces? ❑ Yes ❑ No • Describe any planned steps to minimize adverse effect to the brick sewers/streets. n Existing prairie will be disturbed by construction activity. • How much prairie will be disturbed? acres • Has a floral study been conducted of the prairie area? n Yes n No • Describe any planned steps to minimize adverse effect to the prairie. Ti Trees (greater than 4" diameter breast height) will be removed. • Will tree removal occur between October 1 and March 31 to avoid impacting federally threatened or endangered bat species during the summer maternity period? @ Yes n No July 2016 Page 2 of 3 INVESTING IN IOWA'S WATER www.iowasrf.com PSOU2'644br&23 Ti Wetlands will be disturbed by construction activity. • How much of the wetland area will be permanently impacted? acres • Has a Joint Application been submitted to determine permit requirements? Ti Yes n No n Planned stream/creek crossings. • What construction method(s) are planned for the crossing? • Will excavation activity take place to the bed, bank of the stream/creek? n Yes n No • Has a Joint Application been submitted to determine permit requirements? n Yes n No Ti Planned work within a mapped 100 -year flood plain. • What construction activity is planned within the flood plain? • If ground disturbance will occur, will pre -construction contours be restored after construction activity is completed? ❑ Yes ❑ No • Has a Joint Application been submitted to determine permit requirements? ❑ Yes ❑ No n Planned work within state or federal owned and/or managed land. • What construction activity is planned within state/federal land? • Has a Joint Application been submitted to determine permit requirements? ❑ Yes ❑ No n Farmland will be permanently converted to non-agricultural uses. • What is the total size of the farm unit(s) that contains the project area? acres • How much of the project area has been farmed (managed for a scheduled harvest or timber activity) more than 5 of the last 10 years? acres • How much of the project area will be converted from agricultural use as a result of the proposed project? acres ✓ Landowner permission is required for archaeological survey on private property, if needed. *Please note that archaeological survey will not begin until this permission is obtained. n Yes, landowner permission has been obtained (documentation is provided). • Does the landowner(s) have any specific requests or requirements for archeological work to be conducted (for example, before/after harvest)? acres n No, landowner permission has not been obtained at this time. • When is landowner permission anticipated to be obtained? In progress July 2016 Page 3 of 3 INVESTING IN IOWA'S WATER www.iowasrf.com PSOU2663d16323 h�R mama: a"i61&viJ/ r 6JDIBIdf1N Irrr P/l(!"fllNlllIILLLLL✓GJJJJY,,,,O/H4/%1V M ^rrru :'.s, rrruumrrw orrarr�rr�r�r�anmliM0,01ry�f�y�y���nr,/rr�rnra 01,1 VAN? AA WOW uwn /I I, w elriara< nor, r. N(� ...90/17.0 figAd%9U:711'IPGl1,PUIYqu�D�r�fAN�.,/�!AfA616v�/�d> VOWwG�i,U� Pay.ili9��U rrr , 4,1 WORIMUSIMPINaiMINNMMurryf 4'w Existing Titus Lift Station a) • L z 0) 0 4,1 J 0) —0 CN �x w (Y) 4- 0 40 R.) U 2 Force Main PREPARED BY: W LJ O O NOO O O pxw•uoileoo1 uone,S }}i1 sn}LL 4 a]n6id\sn}il £ZZ06909\s}oafad-8GoaD deWald\SIJ\SJO\sg ode& LJ\:J :y}ed }uawnooa VW 99:6Z:6 640Z/8Z/£ panes a}ea s 2 o a) co � (0 LL J - C • N ) ) Z Z a) a) o o o_ o o o o_ o New Titus Lift Station f0.101041111,111101 OMR rerar�wa MIME C) C\1 O 6) 0 O 0) a) 0 c .(0 U O M CN c CY) cow O ti R.) C0 U 5Q 0 c .X W w.. N a) a) .2 Eu a) 0 1� M � a) C � a) 2 Eu O) a)0 Cn 0 0 co N. = C4 O O 0 C/) J ▪ C a) co `v—o • a) c > m fo . 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1!IIIIIIIIII IN!IIIINti''lllllljll 1111 qll Illlllllllllpl �'11� IIII������,,� 1' p I Y�V I 111111 Ip uuuw lll,1''''� �O�;I�ryV 1,1111,11111111'llllll,llI"'�''1lmlfll'iuNllllllllllV�lull,Ilupuuiilul�IIIIIIINI 1111""' Ill II IIIN� IIVd111 MIIII��dII�Y^III'ilU II1�YI!I�II IIfl11jV111o1�i^„IIIIuIIV11mIYl,V � IIINIYIiI„r'�dull •lll,llll Il�iill Y I II �111111111111Yi,I1 1111;111 .1x111 11"lllu�'1,�„1 �„IIIIuiuVllhlll1111111u111111„ �1i1j111 11111�i!I IM MI.1II NIPNlmlllllu"°1111 X1110 � 1111111111,, l l l l l l l l l l l l l l l l l l l l l l l l l l IIIIIIII 1100000001 tl! 4 011111l,111'1111111'1111 00111.000001101000101001.000.111 1111111111111111111111,1111 000010,011 MMM IIIIIIII�jlllijjjo7!I'I'IIIId"0",i1,11111111111 '" uuul IIII l 1111;11111111111111111,° ° ul 11,Is'' 111M1111111111111 11111111111111111111111111111111111111111111 „ 111 00.000000011 �'IIIWV pxw•£ ain61d\dewoly\SIJ-4'd3-006\£ZZO6509\ d 41ed ivawnoo4 W d Z5 55 L L 61.OZ/OZ/5 paneS a1e4 Appendix 6- Photographs P 10 11- G 11.11111 The following photographs were taken on April 30, 2019, showing the existing Titus Lift Station and surrounding area. „,,',,,,,,,,,,„"1,11„„),i0„0„„i;iiii„,„1,"i„,„,,,,,,,1„„1",„'„;„,111„,,,.1,111,„,„„,„1„,„„,1,':„1„';,,„,,,,,,„,„„,,i,,,,,„„,„,,,,,,„,,,„,,,,,,,„„.,,„,„:„„„„,„,,,„:„„,„,„„..„,,,,,,,,,,,,,i);,„:,,,,,,,,,,,,,,'),,,,,,,,,,,',„,„,',',.0,,,,i3O'',.,:,t,,,,,,,,,,,i„,,„„„„,„.,,„,,,,,,.,,,,i,i,i,„„;„i,,,,,,,,,,,,,,,,,,'„,,':1„,,1,1,„„'11,,„,ii„,11ii111i1",110111,1'„'11„'0011,1!11„'„0!,if),,J„,i„,i„„,i„)„,011111111;0''''" , • ••••„„„••••",'„I'„I''''''''.-IIIIII''''''''.:•III"",'''''•I')..,,••••:'I•••••,,,,•,.•:,•„::::.:.'„„,,,,...„.„,„,•ii.,,,,,,,..!..!..,,,,,,,,‘,'/;„1,1„.7„!!„,•;',,,,;„.,,,,„:„'•,.'„"„I:".„,„•••••••'„!„.i..,..,;„,;,",„'„„„1„'„,,,„:„,'„„!,,,,..;:„.;5,1.,,,;.,,,••,•••••,,,,„,„,„;„,,„'„„„„).„.....„, • • •,.••••.... „•,• • ..••••• •,. ,..• .. ....' -........,.,„,,,,.. .••• •••,• ",„:„•:',..,••„,...,.„.„.„.„:,•„".„,"..„,;.•,,,.",..„,„,„i',,,,,„ '''. • • • • • • •••••• • „„, ...... .......',,..,,,,""•••,,,,••,,,,.„'',"1".„,,,..!!!!".':•"",'„1",:",',„'"'„'''.!;„1"1,1,'„••!„,I!",:i",•,„'',•;"„,"",•,„;,,I..,,1••„",1,,I,•1.„4,:fillI•'!",Ill'i.,ill'ii,l,iiiii'''''''','""•"1"III'l,'"'„' ,,,,•,,,„,..,,.,.,.'.'.,,,,,,":"•,•,"„,n..,,,•,..,„,,',',;11,,,,,„1"111,1•11,"",,,,,,,,,,,,,,,,,,,,,,, ":,:',•,"","',,7,„•;',f,,,•.,I,,,,,,„„.I,,.,"'I!:"'",1,!„,"•,,•",,,,,".,'",../•'."•'••'•••",'„,'"4.';' ',i",,,•,'"•,••"•I'lli,",I",',11,1,1'.1,•[..••••10•0•,••,• ''"'„""I"'"'„":„„"'",","„,",„I""I":•„:„."„ ,,•„,,„..••••••,•,,,,••„:".„ „„,,,,,,...„.. „.., .„ ,„.... - •••••• • m1000000!oliololol1ool000000 111111111111' °0111111o1o'li 11111 00,0000,00,0 00,00,00011,111,00,00,00,00,00,00,0000,00,00,00o0 ,111,11111111,111,11111 1111 111111111 Existing Titus lift station - north elevation 10111111111,01010001,00,00,00000000,00,000, 01h „Will III VIII0.1.1110000 111111111111111111111111111111111111111111111111111ffil I ,),,,,,,i„1„,,!,,,,,,10,,„„„„,liiiiiiiiiiim111,1,(,,iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii,11,111,1,,I,,1„1.1.„1•„1...;11.„.1.„1„1•„1.,"•.""•.,,:,„„•:":„.".. ,, .....,,,d,,,,,,,,,,,,,,,,,,,,,,,„,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,„,,,„,,,„,,,„,,,,,„,,„,,,,,I,,I,,I,,,,,,,,I,,,,,I,IllIllIlmlml, 11111111=1'11;111111111111111111111111111111111iiiiiiiI,"•::::;":"""""""""""""""""""""""""""::::::::::::::::::::::::::::::"'""""""'"""""""1•0000001"':"",",„",",",",",",",",",",",",",",",",",",",",",",",",":"":":"::::::::::::::::"••••••••••••••••••••„:„„•••„„:„„:„„:„„:„ immilimm,„„, ••••••••••„„„„,,,,,,,,,,,,,,,,•••••••••,..,,,,,,,,,;;;;;;.......................................,..„„:...........:::::.......„. ..............„-----,,,,,,,,,,,,,,,,,,,.:•::::"...'...-,.......„„,.......„•••;;;;;;;;••••••••••••••••••••••••••••••••••••••••••• „.„„,:;::::„'„1111.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1i.ii,i„IIIIIIII..'''..,,,,,..":;•.-:/'/I/'.':''.'.'...'!''''''.1.':.'"'„:„,•••••••••••••••••••• '' ' ""'" 'fidth — Iv • • . • . „„ Existing Titus lift station - northwest elevation 605902232/400/404/APPENDIX 6 May 2019 Page 269 of 323 Appendix 6 - Photographs °IIyI,11 1,11 mI �S"wiNv�fll'�li�y �tl'�!, ��Ifh Pluu � uurywP'NVP!WP1N)III'rvllu r�i,' Iu llllglou) Iuluuplluiiiu1Vfl411 h,) I�liuwl ��pIVYC^Y�h��Yl�� ,,I - I I I�Ii IIIVI°�llu III I ,�� Ulva�ws�i ,raw Iw IV11fi�dii�IVll� 1, 001.111,1111111 111 9! N�li�V11111ii41�lI u)19muioq�li,,, filo°II��1°illl"41��041y U re,)JN�i)�aI�VN ' i�VIIGI�I�'�iu�' 1�I p�(^-N INIIiVIVIII�I I 7N�u%'tiYi4�01NW�l�ll) Ili ��. �I� IIII Irmll II Existing Titus lift station - west elevation ;14NN11111111111111,11111I9P �iI��uu IIy� �l II NYlrvl�l; r l! N mlvl M1tn 1111111111 MNIIIIIIIIIIIWIIIIIIIIIIIIWIMWIM .11 1wI1111w NIIIIIIIIw1III. roYlr Ql „ij�,: 01" d r)�evm .VI u, 4111 II ;I ,4 r c1 ti wNr u „ v gl)III')I�I�III I INuUW(flll'iiiN �OI��IIIII; N c, od �IVN9uouv �rvmmIIVI. -s I UI Nllr � I(I k rl qll"IIIIIIIIIIIII.DIIII VI IVNWYI Y!1II IY Ilti„Ih1uuIl 7......7rvV���l, 'Ip a°I wl11111IIImluuuuumw IIY��lllll,��l �1�1�+tluNIINN�MNIN�I�IVIIQ�I iiilVwl!unyIIIIN9d1�114R1!Ido�iudNlimuliiiwNllll�lloll�lul�l�l�loi to I� III!' muwlllll�oulol I' U� up cilli"1111`n�IKffl4lilvnVlflll umillnriliiiiilnnlUN IU NIIIIIII�II�II II III III •N� al, uirrr aar;--;" �IumwalvN�'", +y hdNVNv�oullnnrrlu ullllmplll 11 liii'�lill NNNNIr liunlvNr ���� rr ,ruiio NI I I I�!(/rr(�//i�ilYi)�I�Illllfllllllllllilllilll liiliuuuuuu IIIIIIIIY!iI�IPilld'i'illliuilllllllllliiiil111111Illlllllllllllli�llllllll Illy 'll` IIS Y,I,1I�IIIMIII�iili »��i»il �y� �� I�II(I 11111111.1111111111 I �� II�IIIII n w' "�,�u°�iiiiiiilii�IIIII j1°'IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII��IIII II 1 �! if IIIIIIIIIIIIIIIII I IIIIIIIIIIIIIUI I """'jjj� Illllj°° IIIIIIIV�III„ II!!!!)uluuuuuuuuillllllll IN I Il dAlulDilllllllllll°„III�I uw uiilPNli(11Yli1ylf4i 11111111 111111111 III Existing Titus lift station - east elevation 1,11 ui II0010u1 i,111llllllu)lllllllllll4 ual�ol WPI..wwIIIl011IIIIII IWNIN1111111111111011111111w11!Ytt'dl'/rill@UNNCNIIIIItII!IIIUIVIINNIN 605902232/400/404/APPENDIX 6 May 2019 Page 270 of 323 IOWA DEPARTMENT OF NATURAL RESOURCES Wastewater Disposal System Construction Permit Application Fee Form CASHIER'S USE ONLY 0945-542-N PDE -CP -0570 32-3202 Owner Owner Name: City of Waterloo, Iowa Address: 3505 Easton Avenue City, State, Zip: Waterloo, Iowa 50702 Project Identification: Titus (Midland) Lift Station and Force Main $100 Fee enclosed Please sign and return this form with a check or money order payable to "Iowa Department of Natural Resources". Place it and the check or money order on top of other Construction Permit Application documents. Effective beginning July 1, 2006, Applications for Construction Permits for wastewater disposal systems required by Iowa Code 455B.173 and rules in Iowa Administrative Code 567 IAC 64, must be accompanied by the fee required by Iowa Code 455B.197 and Iowa Administrative Code 567 IAC 64.16(3)"c". The fee is $100 for each application, regardless of project size and project type including sanitary sewers, pump stations, treatment units or a combination thereof. The fee shall be submitted with the certified engineering documents necessary to apply for a construction permit (plans, specifications and related application schedules A, F, and G as well as the appropriate schedules indentified on page 2 of Schedule A). The construction permitting process is initiated as planning for construction begins. Planning coordination and submittal of preliminary engineering reports or facility plans precedes submittal of technical documents necessary to constitute a construction permit application. The application fee is not necessary when submitting a planning document but must accompany construction permit application documents. A fee should accompany each permit application received on or after July 1, 2006. Failure to submit a fee with the application may delay the processing of a construction permit. If you have any questions regarding the application fee, please contact Donna Gomm at 515-725-8427 or Donna.Gomm@dnr.iowa.gov Signature of Owner or Representative: Printed Name: Telephone or email contact: Mail to: Iowa Department of Natural Resources Wastewater Engineering Section 502 East 9th Street Des Moines, IA 50319-0034 11/2014 cmc DNR Form 542-1245 Page 271 of 323 Exhibit 11A Iowa Department of Natural Resources Wastewater Section Construction Permit Application SCHEDULE A, Construction Permit Application APPLICANT Owner: City of Waterloo, Iowa Firm: AECOM ENGINEER Address: 3505 Easton Avenue, Waterloo, Iowa 50702 Address: 501 Sycamore Street, Waterloo, Iowa 50703 Representative: Steve Hoambrecker Project Officer: Phone Number: Email: Ross.Hillsman@aecom.com Ross Hillsman, P.E. Phone Number: 319-291-4553 319-232-6531 Email: Steve.Hoambrecker@waterloo-ia.org Project Identification: Titus (Midland Street) Lift Station and Force Main Estimated Start Date*: Estimated Completion Date: PLEASE RESPOND TO ALL QUESTIONS 1. Has an engineering report, facilities plan or other information previously been submitted for this project? If Yes: Project Identity: Waterloo - Master Plan Date Submitted: December, 2017 2. Does the project and construction permit application, as submitted, follow the recommendations, design loadings, construction schedule, permit limits, and conclusions of the approved engineering report or facilities plan? If No: Provide the design basis and technical information justifying all changes. 3. Are there three complete sets of plans and specifications accompanying this application? Yes No E El E El El El For a minor gravity sewer extension within the meaning of 455B.183.3 Code of Iowa and Design Standard 11.1, two complete sets will be adequate for expeditious approval. For more complex projects, three sets of plans and specifications may be requested. 4. Are approved standard specifications a part of this application? If Yes: Approved Standard Specifications of (municipality or firm): Iowa SUDAS - 2019 Edition Date Approved: E El 5. Does each set of plans and specifications or engineering report accompanying this application contain a ® El "professional engineering seal" executed in conformance with 5426.16, Code of Iowa? If No: Processing will be delayed pending receipt of applicable design schedules and certified plans, specifications or engineering report. 6. Is this a joint wastewater and water supply project? El El If Yes: A construction permit application for the water supply project should be submitted separately to the Water Supply Section. A Water Supply permit fee may be required. 7. Is the applicant to provide treatment of effluent resulting from this construction? ® El If No: A Sewage Treatment Agreement executed by the authority providing treatment must accompany this form. 8. Is a new or amended operation permit necessary to use the facilities described in this application? ❑ If Yes: A new or amended permit to operate may be requested prior to the receipt of a construction permit. 9. Is any waterline located within 10 feet; or any private or public well, lake, or public recreation area located within ❑ El 400 feet of the proposed construction? If Yes: Identify and locate the facility(ies) relative to the proposed construction. 10. Will construction inspection be conducted by a licensed engineer employed by the applicant? El El If No: Name of Engineering Firm Conducting Inspection: AECOM 11. Will this project utilize CWSRF loan funds? ❑ El CERTIFICATION APPLICANT ENGINEER certify that I am the authorized representative of the owner I certify that all aspects of the design included in this application and state that the project identified above is approved by the conform to applicable standards contained in Chapter 567 IAC owner. 64, or that an explanation and justification for any proposed variations from such standards is attached. I am familiar with the information contained in this application and, to the best of my knowledge, such information is complete and accurate. Signature Date Signature Date *Estimated Construction Start Date: Complete applications must be submitted at least 120 days in advance of the date for starting construction in accordance with Rules 567 IAC 60.4 and 64.2 Please complete the Schedule Checklist on the following page of this form. 04/2016 cmc o rE°,-9P s?z7-g29fz4,2 3 DOCUMENT CHECKLIST Identify all categories included in this project. Also, identify schedules attached to this application. Schedule Title Attached Included in Project Submittal Date B Collection System El El C Lateral Sewer Extension El El D Trunk & Interceptor Sewer ❑ El E Wastewater Pump Station ❑ F Treatment Project Site Selection ❑ ❑ G Treatment Project Design Data ❑ ❑ H1 Schematic Flow Diagram ❑ ❑ H2 Treatment Process Loading and Removal Efficiency El El H3 Mechanical Plant Reliability El El I Screening, Grit Removal and Flow Measurement ❑ ❑ J Septic Tank System ❑ ❑ K1 Controlled Discharge Pond ❑ ❑ K2 Aerated Pond ❑ ❑ K3 Anaerobic Lagoon ❑ El L Setting Tanks El El M Fixed Film Reactor -Stationary Media ❑ El N Rotating Biological Contactor ❑ ❑ O Aeration Tanks or Basins ❑ ❑ P Gas Chlorination ❑ ❑ Q Sludge Digestion and Holding ❑ ❑ R1 Sludge Dewatering and Disposal El El R2 (A&B) Low Rate Land Application of Sludge El El R3 Land Application of Sewage Sludge (To be developed) ❑ ❑ S Land Application of Wastewater (To be developed) ❑ ❑ Sewage Treatment Agreement ❑ ❑ Identify any categories included in this project which are not provided in the above list of schedules. 04/2016 cmc D FRI KIP 5?27-3q29f2 a? 3 CITY OF WATERLOO Council Communication Resolution approving award of contract to Peterson Contractors, Inc., of Reinbeck, Iowa, in the amount of $262,420.00, and approving the contract, bonds, and certificate of insurance for the FY 2019 Cattle C o ngre s s Sanitary Sewer Force Main Emergency Bypass Repair Project, and authorize City Engineer to execute said document. City Council Meeting: 5/28/2019 Prepared: 5/23/2019 REVIEWERS: Department Reviewer Action Date v :Engineering K...nutsoin, JDA ami Approved 5/23/ Clerk 01 r cc F e ch k y Kelley- ey A:ppr Oved. SUBJECT: 1 9 ,,,,,, 11:5 9 . M 5/23/2019 ,,,,, 12:25 1 M Resolution approving award of contract to Peterson Contractors, Inc., of Reinbeck, Iowa, in the amount of S262,420.00, and approving the contract, bonds, and certificate of insurance for the FY 2019 Cattle Congress Sanitary Sewer Force Main Emergency Bypass Repair Project, and authorize City Engineer to execute said document. Submitted by: Submitted By: Jamie Knutson, PE, City Engineer S ource of Funds : Sanitary S ewer Funds Page 274 of 323 CITY OF WATERLOO Council Communication Resolution approving 28E Agreements with Elk Run Heights, Cedar Township, and East Waterloo Township, to provide Fire and EMS protection, and authorize the Mayor to execute said documents. City Council Meeting: 5/28/2019 Prepared: 5/23/2019 REVIEWERS: Department Reviewer Fire Rescue Wi"reloar, i; n ,t Clerk Office ce Kell ATTACHMENTS: Description T w rn s r ip 28E, , Jr— is SUBJECT: Action Date Approved 5/23/2 12:25 P M .approve 5/23/2(M u Type Back ,..i emria Resolution approving 28E Agreements with Elk Run Heights, Cedar Township, and East Waterloo Township, to provide Fire and EMS protection, and authorize the Mayor to execute said documents. Submitted by: Submitted By: Pat Treloar, Fire Chief Recommended Action: Approve Source of Funds: Revenue Line Item: 010 -12 -1400 -3413 -Township Protection Background Information: For many years Waterloo F ire Rescue has had 28E agreements with the s e entities. The agreements extend the jurisdiction of Waterloo F ire Rescue for fire, ambulance, and hazardous materials response. The attached agreements include a three percent increase and will be in effect July 1, 2019 through June 30, 2020. Page 275 of 323 28E AGREEMENT FIRE PROTECTION CONTRACT Fiscal Year 2020 (July 1, 2019 to June 30, 2020) The parties to this Agreement are the City of Waterloo, Iowa, (hereinafter referred to as "Waterloo") and the Board of Trustees of East Waterloo Township (hereinafter referred to as 'East Waterloo"). WHEREAS, Waterloo and East a erloo are public agencies pursuant to Iowa Code 28E.2 (1987), and WHEREAS, East Waterloo has petitioned Waterloo, in accordance with Iowa Code 364.16 (1987), to extend the jurisdiction of Waterloo for fire a d ambulance purposes (hazardous materials response by the Northeast Iowa Response Group) to include: All that part of East Waterloo lying outside the City Limits of the City of a er oo, Iowa, known as East Waterloo Township. THEREFORE, for and in the consideration of the mutual covenants and agreements herein contained, the parties agree as follows: or . The cost for fire protection to East Waterloo shall be two thousand, forty two dollars and and ninety two cents ($2,042.92) per year. In addition, there will be a cost of two hundred dollars ($200.00) a call for the first hour or fraction thereof per Engine Company, from the time the engine company leaves its quarters until the engine company returns to its quarters. If more than one hours' time is consumed in responding to the call, the cost shall be One Hundred Dollars ($100.00) per hour or any fraction thereof after the first hour. An engine company shall mean one (1) piece of apparatus and crew. 2. Ambulance charges will be billed to the party receiving the service based on the current City Ordinance. . Northeast Iowa Response Group shall be entitled to reimbursement of all costs for responding to hazardous material incidents under the County Ordinance. 4. The Waterloo fire officer in charge of equipment shall call or cause to be called additional engine companies if it is believed that additional assistance is needed. At all times in answering such calls, or in the operation of the equipment, or the direction of the members of the crew, or at any fire outside the city limits of Waterloo, the officer of the Waterloo Fire Department in charge of the equipment and work shall have full control of such equipment and officers. 5. Waterloo reserves the right to refuse to answer any call at any time for the fol o ing reasons: a. That the necessary fire apparatus or medical units are not available b. That the Waterloo Fire Department is unable to reach the property on fire due to accident or road conditions. 6. Waterloo does not guarantee the successful operation of its equipment or persons at any fire outside the city of Waterloo. Waterloo shall not be liable for any damages that may be caused in refusing to answer any such call or for any damages that may be caused in the operation of equipment or by the personnel accompanying the equipment. 7. When the officers or equipment of Waterloo are engaged in rendering assistance pursuant to this Agreement, they shall be considered to be within their jurisdiction, and Waterloo shall have the same governmental immunity when responding to such calls as when operating within the City of Waterloo. Waterloo fire fighters operating equipment or Page 276 of 323 responding to calls outside the corporate limits of Waterloo shall be entitled to the benefits of Iowa Code, Chapter 410 and 411 (1987), when otherwise qualified, 8. At all times in answering such calls, or in the operation of the equipment, or the direction of the members of the crew, or at any fire outside the city limits of Waterloo, the officer of the Waterloo Fire Department in charge of the equipment and work shall have full control of such equipment and officers. 9. This Agreement is entered into by the parties pursuant to the provisions of Iowa Code Chapter 28E (1987), and as such: a. This Agreement is for a period of one (1) year, from July 1, 2019, throughJune 30, 2020; and b. The parties may revoke this Agreement at any time by giving sixty (60) days' written notice; and c. Does not envision a separate organization or other composition of legal entity of any type and operates under the authority of the laws of the State of Iowa; and d. Is for the purpose of providing fire protection. Dated this day of , 2019. CITY OF WATERLOO, IOWA EAST WATERLOO TOWNSHIP, IOWA By: Quentin Hart, Mayor ATTEST: Kelley Feichle, City Clerk STATE OF IOWA ss. BLACK HAWK COUNTY ) By: Peter Natvig, Township Trustee On this day of , 2019, before me, the undersigned a Notary Public in and for the State of Iowa, personally appeared Quentin Hart and Kelley Felchle to me personally known, and who, being by me duly sworn, did say that they are the Mayor and City Clerk, respectively, of the City of Waterloo, Iowa; that the seal affixed to the foregoing instrument is the corporate seal of the corporation, and that the instrument was signed and sealed on behalf of the corporation by authority of is City Council, and that Mayor Quentin Hart and Kelley Felchle acknowledged the execution of the instrument to be their voluntary act and deed and the voluntary act and deed of the corporation, by it voluntarily executed. Notary Public in and for the State oflowr Page 277 of 323 28E AGREEMENT FIRE PROTECTION CONTRACT Fiscal Year 2020 (July 1, 2019 to June 30, 2020) The parties to this Agreement are the City of Waterloo, Iowa, (hereinafter referred to as "Waterloo") and Cedar Township. WHEREAS, Waterloo and Cedar Township are public agencies pursuant to Iowa Code 28E.2 (1987), and WHEREAS, Cedar Township has petitioned Waterloo, in accordance with Iowa Code 364.16 (1987), to extend the jurisdiction of Waterloo for fire and ambulance purposes (hazardous materials response by the Northeast Iowa Response Group) to include: the territory outside the Waterloo City limits consisting of Balsam Street, Juniper Drive, Oakridge Road and Rose Lane. THEREFORE, for and in the consideration of the mutual covenants and agreements herein contained, the parties agree as follows: or The cost for fire protection to Cedar Township shall be $2,091.40 per year. 2. Ambulance charges will be billed to the party receiving the service based on the current City Ordinance. Northeast Iowa Response Group shall be entitled to reimbursement of all costs for responding to hazardous material incidents under the County Ordinance. 4. The Waterloo Fire Officer in charge of equipment shall call or cause to be called additional engine companies if it is believed that additional assistance is needed. 5. Waterloo reserves the right to refuse to answerany call at any time for the following reasons: a. That the necessary fire apparatus or medical units are not available b. That the Waterloo Fire Department is unable to reach the property on fire due to accident or road conditions. 6. Waterloo does not guarantee the successful operation of its equipment or persons at any fire outside the city of Waterloo. Waterloo shall not be liable for any damages that may be caused in refusing to answer any such call or for any damages that may be caused in the operation of equipment or by the personnel accompanying the equipment. 7. When the officers or equipment of Waterloo are engaged in rendering assistance pursuant to this Agreement, they shall be considered to be within their jurisdiction, and Waterloo shall have the same governmental immunity when responding to such calls as when operating within the City of Waterloo. Waterloo fire fighters operating equipment or responding to calls outside the corporate limits of Waterloo shall be entitled to the benefits of Iowa Code, Chapter 410 and 411 (1987), when otherwise qualified. 8. At all times in answering such calls, or in the operation of the equipment, or the direction of the members of the crew, or at any fire outside the city limits of Waterloo, the officer of the Waterloo Fire Department in charge of the equipment and work shall have full control of such equipment and officers. 9. This Agreement is entered into by the parties pursuant to the provisions of Iowa Code Chapter 28E (1987), and as such: Page 278 of 323 . This Agreement is for a period of one year, from July 1, 2019, through June 30, 2020; and b. The parties may revoke this Agreement at any time by giving sixty (60) days' written notice; and c. Does not envision a separate organization or other composition of legal entity of any type and operates under the authority of the laws of the State of Iowa; and d. Is for the purpose of providing fire protection. Dated this day of 2019. CITY OF WATERLOO, IOWA CEDAR TOWNSHIP By: B Quentin Hart, ayor ATTEST: Kelley Felchle City Clerk STATE OF IOWA BLACK HAWK COUNTY ) ) ss. Township Clerk On this day of , 2019, before me, the undersigned a Notary Public in and for the State of Iowa, personally appeared Quentin Hart and Kelley Felchle, to--- me personally known, and who, being by me duly sworn, did say that they are the Mayor and City Clerk, respectively, of the City of Waterloo, Iowa; that the seal affixed to the foregoing instrument is the corporate seal of the corporation, and that the instrument was signed and sealed on behalf of the corporation by authority of is City Council, and that Quentin Hart and Kelley Felchle acknowledged the execution of the instrument to be their voluntary act and deed and the voluntary act and deed of the corporation, by it voluntarily executed. Notary Public in and for the State of Io a Page 279 of 323 28E AGREEMENT FIRE PROTECTION CONTRACT Fiscal Year 2020 (July 1, 2019 to June 30, 2020) The parties to this Agreement are the City of Waterloo, Iowa, (hereinafter referred to as "Waterloo") and the city of Elk Run Heights (hereinafter referred to as "Elk Run"). WHEREAS, Waterloo and Elk Run are public agencies pursuant to Iowa Code 28E.2 (1987), and WHEREAS, Elk Run has petitioned Waterloo, in accordance with Iowa Code 364.16 (1987), to extend the jurisdiction of Waterloo for fire and ambulance purposes (hazardous materials response by the Northeast Iowa Response Group) to include: City of Elk Run Heights, Iowa THEREFORE, for and in the consideration of the mutual covenants and agreements herein contained„ the parties agree as follows: or The cost for fire protection to Elk Run shall be approximately $34.31 per year, per capita, based on a population of one thousand, one hundred and seventeen (1,1 17) residents, for a total of $38,324.27 minus $.0.50 per capita for costs assessed by the County for membership in the Northeast Iowa Response Group. $38,324.27 minus $558.50 totals, thirty seven thousand, seven hundred sixty five dollars and seventy seven cents ($37,765.77). This amount is to be paid on a quarterly basis by Elk Run Heights, 2. Ambulance charges will be billed to the party receiving the service based on the current City Ordinance. . Northeast Iowa Response Group shall be entitled to reimbursement of all costs for responding to hazardous material incidents under the City of Elk Run Heights Recovery Ordinance. 4. The Waterloo fire officer in charge of equipment shall call or cause to be called additional engine companies if it is believed that additional assistance is needed. 5. Waterloo reserves the right to refuse to answer any call at any time for the following reasons: a. That the necessary fire apparatus or medical units are not available b. That the Waterloo Fire Department is unable to reach the property on fire due to accident or road conditions. 6. Waterloo does not guarantee the successful operation of its equipment or persons at any fire outside the city of Waterloo. Waterloo shall not be liable for any damages that may be caused in refusing to answer any such call or for any damages that may be caused in the operation of equipment or by the personnel accompanying the equipment. 7. When the officers or equipment of Waterloo are engaged in rendering assistance pursuant to this Agreement, they shall be considered to be within their jurisdiction, and Waterloo shall have the same governmental immunity when responding to such calls as when operating within the City of Waterloo. Waterloo fire fighters operating equipment or responding to calls outside the corporate limits of Waterloo shall be entitled to the benefits of Iowa Code, Chapter 410 and 411 (1987), when otherwise qualified. Page 280 of 323 At all times in answering such calls, or in the operation of the equipment, or the direction of the members of the crew, or at any fire outside the city limits of Waterloo, the officer of the Waterloo Fire Department in charge of the equipment and work shall have full control of such equipment and officers. 9. This Agreement is entered into by the parties pursuant to the provisions of Iowa Code Chapter 28E (1987), and as such: a. This Agreement is for a period of one () year, from July 1, 2019, through June 30, 2020; and b. The parties may revoke this Agreement at any time by giving sixty (60) days' •written notice; and c. Does not envision a separate organization or other composition of legal entity of any type and operates under the authority of the laws of the State of Iowa; and d. Is for the purpose of providing fire protection. Dated this day of , 2019. CITY OF WATERLOO, IOWA CITY OF ELK RUN HEIGHTS, IOWA By: By: Quentin Hart, Mayor Tim Swope, Mayor ATTEST: Kelley Felchle City Clerk STATE OF IOWA BLACK HAWK COUNTY ) ) ) ss. DeAnne Kobliska City Clerk On this day of 2019, before me, the undersigned a Notary Public in and for the State of Iowa, personally appeared Quentin Hart and Kelley Feichle to me personally known, and who, being by me duly sworn, did say that they are the Mayor and City Clerk, respectively, of the City of Waterloo, Iowa; that the seal affixed to the foregoing instrument is the corporate seal of the corporation, and that the instrument was signed and sealed on behalf of the corporation by authority of is City Council, and that Quentin Hart and Kelley Felchle acknowledged the execution of the instrument to be their voluntary act and deed and the voluntary act and deed of the corporation, by it voluntarily executed. Notary Public in and for the State of o a Page 281 of 323 CITY OF WATERLOO Council Communication An ordinance amending the City of Waterloo City Code by repealing Title 6 Motor Vehicles and Traffic, Chapter 2 Bicycles and enacting in lieu thereof a new Title 6 Motor Vehicles and Traffic, Chapter 2 Bicycles. City Council Meeting: 5/28/2019 Prepared: 5/21/2019 REVIEWERS: Department Reviewer Action Date 7fraffic Operaticris Even, y eAr.. Approved 5/22/2 ATTACHMENTS: Description Type Ordinance Backup Mais SUBJECT: Motion to receive, file, consider and pass for the first time an ordinance amending the City of Waterloo City Code by repealing Title 6 Motor Vehicles and Traffic, Chapter 2 Bicycles and enacting in lieu thereof a new Title 6 Motor Vehicles and Traffic, Chapter 2 Bicycles. Motion to suspend the rules. Motion to consider and pass for the second the third times and adopt said ordinance. Submitted by: Submitted By: Mohammad Elahi, Traffic Engineer Recommended Action: Adopt Ordinance Summary Statement: This Ordinance Updates the City's Existing Ordinance. Expenditure Required: None. Policy Issue: Strategy 2.2: Enlist all City departments and staff members in efforts to promote a safer community. Page 282 of 323 Chapter 2 Bicycles 6-2-1: DEFINITIONS: A. Bicycle: 1. Pedal -only bicycle: An upright or recumbent device having up to 4 wheels and having at least one saddle or seat for the use of an operator, which is propelled by human power. a.) An upright bicycle is a bicycle placing the operator of the bicycle in a position above the pedals. b.) A recumbent bicycle is a bicycle that places the operator of the bicycle in a reclining position and behind the pedals. A recumbent bicycle requires a rear -mounted red or orange flag of minimum 60 inches in height as measured from the ground. 2. Electric -assist bicycle: An upright or recumbent device having up to 4 wheels which is fully operable by human power and/or an electric motor of less than 750 watts (one horsepower) with the following characteristics: capable of producing a maximum speed, when operated on a paved level surface and while ridden by an operator whose weight is 170 pounds of: (i) 20 miles per hour or less when powered solely by such a motor, or (ii) 28 miles per hour when combined with human power; operators of electric -assist bicycles are required to be at least 15 years of age. 3. There are 3 classes of electric -assist bicycles as defined below: a.) Class 1 (Pedal Assist) is a low -speed bicycle equipped with an electric motor that provides assistance only when the operator is pedaling and ceases to provide assistance when the bicycle reaches a speed of 20 miles per hour. Class 1 bicycles are not allowed on sidewalks. b.) Class 2 (Throttled on Demand) is a low -speed bicycle equipped with an electric motor that provides assistance when the operator is pedaling or when the operator activates and controls the motor manually, and the motor ceases to provide assistance when the bicycle reaches a speed of 20 miles per hour. Class 2 bicycles are not allowed on sidewalks. c.) Class 3 is a bicycle equipped with a speedometer and an electric motor that provides assistance only when the operator is pedaling and that ceases to provide assistance when the bicycle reaches a speed of 28 miles per hour. Class 3 bicycles are not allowed on multi -use recreational trails, or sidewalks. 4. Electric -assist bicycles shall not be customized to increase speed capabilities. Page 283 of 323 B. Multi -use Recreational Trail: Multi -use recreational trail shall mean a way or place for the use and travel of pedestrians and bicycles or other authorized conveyances, the use of which is controlled by the City and the identity of which is designated by the multi -use recreational trail map as updated periodically and approved by resolution of the City Council. No multi- use recreational trail shall be considered a street or highway. C. Bicycle lane: Bicycle lane shall mean a portion of street or highway signed and marked for exclusive use by bicycles. Other modes of travel shall not travel on bicycle lanes except for making legal maneuvers such as turning movements or as otherwise allowed by law or traffic control devices. D. Parking protected bicycle lane: Parking protected bicycle lane is installed next to the edge of the street and is separated from other roadway traffic by on -street parking. E. Sidewalk: Sidewalk means that portion of a street between the curb lines, or the lateral lines of a road way, and the adjacent property lines intended for the use of pedestrians. F. Roadway: Any street, sidewalk, highway, park road, bicycle lane or multi -use recreational trail upon which a bicycle does or may operate. G. Roadway: Any street, sidewalk, highway, park road, bicycle lane or multi -use recreational trail upon which a bicycle does or may operate. 6-2-2: APPLICABILITY OF MOTOR VEHICLE AND TRAFFIC LAWS: Every person operating a bicycle upon any roadway shall be subject to this chapter, other city traffic ordinances, and state statutes applicable to the drivers of motor vehicles, except as to special regulations in this chapter, except as to those provisions of ordinances and statutes which by their nature can have no application to bicycle operation, and except those provisions giving special treatment regarding police bicycles. 6-2-3: RULES FOR RIDING: A. Attaching to Another Vehicle: No operator or passenger of a bicycle shall cling to or attach himself or herself, or his or her bicycle, to any moving vehicle. B. Additional Passengers: 1. The operator of a bicycle may carry or tow objects or another person on a device or accessory on multi -use recreational trails if the device or accessory was designed to meet the American Society for Testing and Materials (ASTM) standards for such purposes. 2. The operator of a bicycle may carry or tow objects or another person on a device or accessory on streets and highways, except where prohibited by other laws, if the device or accessory was designed and meets ASTM standards for such purposes and has a height of at least 42 inches or, if the height is less than 42 inches, is equipped with a rear -mount red Page 284 of 323 or orange flag at a minimum height of 60 inches as measured from the ground. A rear mounted red reflector or red light is required. C. Stopping: Every bicycle used upon a city roadway shall be able to safely come to a complete stop. D. Maintaining Control of Bicycle: The operator of a bicycle upon a roadway shall keep the bicycle under control at all times. 6-2-4: ALTERATION OF SERIAL FRAME NUMBER: It shall be unlawful for any person to willfully remove, destroy, mutilate, or alter the manufacturer's serial frame number of any bicycle. 6-2-5: BICYCLE EQUIPMENT: A. Lights and Reflectors: Requirements for lights and reflectors are as follows: 1. Every bicycle ridden at any time from sunset to sunrise and at such other times when conditions such as fog, snow, sleet, or rain provide insufficient lighting to render persons and vehicles clearly discernable on a roadway at a distance of 300 feet ahead shall be equipped with a lamp on the front exhibiting a white light visible from a distance of at least 300 feet to the front and also a red light visible from a distance of 300 feet to the rear. 2. Body attachment equipment such as lights attached to the head, back, arm, or leg are allowed as long as white color is used on the front and a red color is used on back. If a rear red body attachment lamp is used then a red reflector attached to the bicycle is acceptable on the rear. 3. A citation issued for failure to have a front or rear lamp on a bicycle or on a bicycle rider as required shall first provide for a seventy -two-hour period within which the person charged with the violation shall install, replace or repair the lamp. If the person complies with the directive to install, replace or repair the headlamp or rear lamp within the allotted time period, the citation shall be expunged. If the person fails to comply within the allotted time, the citation shall be processed in the same manner as other citations. 4. A peace officer riding a police bicycle is not required to use either front or rear lamps if duty so requires. B. Whistles and Sirens Prohibited: No siren or whistle shall be placed or used on a bicycle as a warning signal or for any other purpose. This section shall not apply to bicycles ridden by peace officers in the line of duty. 6-2-6: OBEDIENCE TO TRAFFIC SIGNALS AND TRAFFIC CONTROL DEVICES: Page 285 of 323 A. Obeying All Signs, Signals and Regulations: Every person operating a bicycle shall obey the directions of official traffic signals, signs and other control devices applicable to other vehicles, unless otherwise directed by a police officer, including but not limited to direction signs relative to turns permitted. If an operator dismounts from the bicycle he or she shall then obey the regulations applicable to pedestrians. B. Malfunctioning Lights: 1. If a bicyclist has stopped pursuant to encountering a solid red ball or a solid red arrow displayed by a highway traffic signal control light but the signal remains red more than 2 minutes without any obvious reasons such as emergency vehicle preemption or railroad crossing preemption, and the bicyclist has a reasonable belief that the traffic signal is inoperative or non-responsive, the bicyclist may disregard or disobey the instructions of the signal and proceed through the intersection after yielding right of way to all conflicting traffic such as vehicles, bicycles, pedestrians, and other modes of travel provided that the bicyclist cautiously proceeds through the intersection or crosswalk with reasonable care and consideration for all other applicable rules of the road. 2. The provisions of part B also apply to a bicyclist who has stopped pursuant to encountering a solid DONT WALK or solid upraised hand (symbolizing DONT WALK) indication displayed by a traffic signal control light. 6-2-7: PLACE OF RIDING: A. Street or Highway with no Marked Bicycle Lane: Any person operating a bicycle on a street or highway without a marked bicycle lane must ride with the flow of traffic on the right side thereof, except under any of the following situations: 1. When riding along another vehicle or bicycle while overtaking or passing that vehicle or bicycle proceeding in the same direction. 2. When preparing for a left turn at an intersection or into a road or a driveway. 3. When avoiding any road condition that may affect the operation of bicycles, including but not limited to parked vehicles, drain grates, debris, fixed objects, surface hazards, and substandard width lanes that make it unsafe to continue along the right side of the roadway. 4. When travelling on a facility that would allow bicycle traffic on the left side of the roadway. 5. When a street has parallel -parked cars that, when doors are opened, could create a collision with the person riding a bicycle. 6. When an advanced stop line (i.e., a bicycle box) allows for bicyclists to filter to the front of a traffic lane at a traffic sign or signal and turn. Page 286 of 323 7. When a person is operating a bicycle upon a roadway which carries traffic in one direction only and has 2 or more marked traffic lanes, the bicyclist may ride on the left traffic lanes. 8. When the bicycle is part of a parade or special event authorized by the City. B. Riding on Shoulder: Bicyclists may ride on the shoulder or a designated bicycle lane. C. Slow Moving Bicyclists: Bicyclists operating on a roadway at less than the normal speed of traffic shall ride as close to the right curb or edge of the roadway as safe as practical. D. Bicycle Lane: 1. Any person operating a bicycle within a bicycle lane may move out of the lane unless prohibited by traffic control signs. 2. No person operating a bicycle shall leave a bicycle lane until the movement can be made with reasonable safety and then only after giving an appropriate signal. 3. A bicyclist may ride against the flow of traffic in a bicycle lane designated for counter flow bicycle traffic. 4. No person shall drive a motor vehicle in a bicycle lane established on a roadway except as follows: a.) To park where parking is permitted. b.) To enter or leave the roadway. c.) To prepare for a tum within a safe distance from the intersection. d.) To yield to an approaching emergency vehicle. E. Operation on Sidewalk: Bicycles may be operated upon the public sidewalks if done in a careful and prudent manner except where signs are erected that prohibit riding on the sidewalk or when riding on a sidewalk is prohibited by other laws or ordinances. Riding on a sidewalk in the Central Business District is prohibited. 6-2-8: PARKING: No bicycle shall be parked upon a street or sidewalk in such a manner as to interfere with free passage by the public. A bicycle may stop, stand or park on a sidewalk if not prohibited by this code. 6-2-9: SIGNALING TURNS: Bicycle operators shall use the following signals to indicate a turn or a slow/stop: A. Left Turn: Left hand and arm extended horizontally to left. Page 287 of 323 B. Right Turn: Left hand and arm extended upward to the left. C. Stop or Decrease of Speed: Left hand and arm extended downward, 6-2-10: PASSING: A. Passing Maneuver: Bicyclists may overtake and pass another vehicle when it is safe to do so. Except as allowed under 6-2-7A, bicyclists should always pass on the left except when the bicyclist is on a bicycle lane or there are 2 or more lanes in the direction of travel, in which case passing on the right is permitted. To pass a motor vehicle, the bicyclist must first move to the left lane. After overtaking the motor vehicle, the bicyclist must return to the right lane once reaching a safe and clear distance in front of the vehicle. B. Audible Signal: Every person lawfully operating a bicycle upon a public roadway when approaching another mode of travel such as a pedestrian or another bicyclist shall produce a clear audible warning signal before overtaking and passing to warn the other party of the intention to pass. 6-2-11: YIELD TO PERSONS IN CROSSWALKS: A person operating a bicycle shall yield the right-of-way to a pedestrian or bicyclist crossing the roadway or path within any marked crosswalk, or within any unmarked crosswalk at an intersection or multi -use recreational trail crossing. 6-2-12: MOTORISTS: A. Yield to Persons in Crosswalk: A person operating a motor vehicle shall yield the right-of- way to a person, such as a pedestrian, a bicyclist, a person on a skate board, etc., crossing the roadway or path within any marked crosswalk, or within any unmarked crosswalk at an intersection or multi -use recreational trail crossing. B. Separation from Bicycles: A motorist overtaking a bicycle proceeding in the same direction must allow a safe and reasonable separation between the vehicle, including any mirror or other projection, and the side of the bicycle of more than 3 feet if the posted speed limit is 30 miles per hour or less, and (ii) more than 5 feet if the posted speed limit is greater than 30 miles per hour. A motorist overtaking a bicycle proceeding in the same direction may partially cross the highway centerline between two lanes of travel if it can be performed safely and the more than the required distance of separation is obtained. The driver of the motor vehicle shall maintain that separation until safely past the overtaken bicycle. C. Driving Too Close: A person operating a motor vehicle shall not steer the motor vehicle unreasonably close to or toward a person riding a bicycle on a street, highway or park road, including the shoulder adjacent to the street, highway or park road. Page 288 of 323 D. Projecting/Throwing Objects: A person shall not knowingly project or throw any object or substance at or against a person riding a bicycle on public roadway. E. Opening Doors into Moving Traffic: No person shall open any side door of a motor vehicle located on a street, highway or park road without first taking precaution to ensure that this action does not interfere with the movement of traffic or endanger any other person, vehicle or bicyclist. In addition, no person shall leave open any protruding side door of a motor vehicle located on a street, highway or park road for a period of time longer than necessary to load or unload passengers and cargo. 6-2-13 : VIOLATIONS: Violations of any provision of this Article shall be punished by a fine as established by Section 1-3-2 of this code. The parent or guardian of any person under the age of 18 shall not authorize or knowingly permit any such person to violate any of the provisions of this Chapter. The parent or guardian of any person under the age of 18 who violates any of the provisions of this Chapter shall be responsible to pay the fines. A violation of any provision of this Chapter by a person under the age of 18 shall not affect any civil right or liability nor shall such violation be considered a criminal offense. 6-2-14: SEVERABILITY: If any section, provision or part of this ordinance shall be adjudged invalid or unconstitutional, such adjudication shall not affect the validity of the ordinance as a whole or any section, provision or part thereof not adjudged invalid or unconstitutional. Page 289 of 323 CITY OF WATERLOO Council Communication Communication from the Waterloo Police Department on the notice of the conclusion of employment for Michael Vauthier, P olice Officer, effective May 10, 2019, with recommendation of approval of payout of $18,739.73 for unused benefits. City Council Meeting: 5/28/2019 Prepared: REVIEWERS: Department Reviewer Action Date Human. an. Res a Dunn, n, 1....., an ce A pprovc 5/16/' 01 12: F M Clerk Office ° yy 'Nancy Approved 5/21/201( ,,,,,, 1Ow 7 AM ATTACHMENTS: Description SUBJECT: Type Communication from the Waterloo Police Department on the notice of the conclusion of employment for Michael Vauthier, Police Officer, effective May 10, 2019, with recommendation of approval of payout of $18,739.73 for unused benefits. Submitted by: Submitted By: Page 290 of 323 411,411, Niiiiirpris To: City Council Members Re: Notice of Severance ITV OF A ERLOO, IOWA CITY HALL 715 MULBERRY STREET 50703 Department POLICE Job Title/Classification Today's Date: 5/14/2019 Effective Date: 5/10/2019 Employment Date: 5/2911990 Police Officer This is to report that the employment of Michael Vauthier with the City of Waterloo has been severed by reason of: -etired Disability Related 2 No R Yes El Resigned LJ Ter ination E] Other In accordance with City Policy, it is requested to allow payment which consists of the following: Comments: Benefits Vacation -Current Vacation -Accrued ,Usable Sick Leave Personal Hours Sick Time Pay Unscheduled Leave Total Hours (x) Hourly Rate Total Payout 108.27 0.00 Total Payment 180739.73 Approved by Human Resources ate Date Routing: Original to Human Resources by Department Human Resources will forward original to City Clerk (Copy in Personnel File) Clerk's Office will forward approved form to Department Council Agenda Date: El AS/400 Status/Accruals 01-9 Page 291 of 323 CITY OF WATERLOO Council Communication Leisure Services Commission Board Meeting minutes of April 9, 2019. City Council Meeting: 5/28/2019 Prepared: REVIEWERS: Department Reviewer Action I....deisure Services .11utirli.g., P aud Approve Clerk Office Ihghy Nalacy Approve ATTACHMENTS: Description 04/09/19 'Minutes Type Backup Material Date 5/16L :22 PM 5/21/2019 10:33 AM SUBJECT: Leisure Services Commission Board Meeting minutes of April 9, 2019. Submitted by: Submitted By: Page 292 of 323 MINUTES WATERLOO LEISURE SERVICES COMMISSION TUESDAY, April 9, 2019 Waterloo Leisure Services 1101 Campbell Avenue Brenda Durbahn called the meeting to order at 7:33am. Present: Brenda Durbahn, Jadyn Spencer, Tom Powers, Tom Christensen, Bob Bamsey, Council Liaison Steve Schmitt Staff: Paul Muting, J13 Bolger, Chris Dolan, Travis Nichols, Bill Bachman, Mark Gallagher Absent:. Sharon Samec, Xavier Leonard BrendaDurbahn called for approval of the agenda. Motion to approve agenda by Tom Powers second by Bob Bamsey. Ayes: All. Nays: None Brenda Durbahn called for motion for approval of the 03/12/2019 meeting minutes. Motion by Tom Powers to approve minutes, second by Jadyn Spencer Ayes: All Nays: None Brenda Durbahn called for approval of the bilis. Motion by Bob Bamsey to approve bilis, second by Tom Powers Ayes: All Nays: None COMMITTEE ASSIGNMENTS Committee assignments were distributed. REQUEST FOR INTERPRETIVE ETIVE SIGNAGE AT FURGESON FIELDS PARK Charles Pearson presented his ideas for potential interpretive signage at Furgerson Fields Park. Tom Christensen made a motion to approve the concept for interpretive signage at Furgerson Fields Park, second by Tom Powers. Commission asked for Charles Pearson to present signage after the signs are drafted. LINCOLN PARK IMPROVEMENTS UPDATE Bids were opened on March 28. Bids were significantly lower than estimates. Council approved a contract with the low acceptable bidder, Woodruff Construction. Meetings are being held with the contractor to ensure the colored concrete will be completed up to the standards as in the specs for this project. STAFF UPDATES Young Arena — Chris Dolan Black Hawks are currently in 2nd place in their division with only two games left, then the playoffs. Waterloo Warriors have finished their season. Working on various projects at the arena; roof repair, cold zone repair, ventilation in the compressor room, and ice plant relief valves. Sports and Spor P ex Mark Gallagher Fifty teams have registered for the baseball travel league. Tee Bali is scheduled to start this week. The Court Kings team held their season opener. That season runs from April to July and has a decent attendance. Many post prom events are scheduled at the Page 293 of 323 sportsplex. Other events being scheduled include an archery event, BB and SB indoor tournaments. Construction — Travis Nichols The Boat House parking area had high water again. Have received a conceptual design and estimate for the Skate Park. The contractor is moving along with the seating project at Riverfront Stadium. Crews are working on high water cleanup and general park maintenance. Golf and Downtown Area — JE3 Bolger Bids were approved by council for contracted mowing. Golf crew has had success with the laser at gates golf. Crews are working on cleaning up debris left after the winter season and winter tree removals. We had a volunteer group pick up debris at the Warren Golf course. That group also picked up along various streets in the area. Their efforts are much appreciated. The golf courses opened April 1st. The greens have been rolled and mowed. The downtown crew has worked on cleanup in the amphitheater and high water cleanup. Forestry — Todd Derifield Todd reviewed the deer hunter program in the Green Belt, San Souci and George Wyth areas. 95 hunters harvested 84 deer. Alt the trees for the Plant Waterloo Tree program have been sold. Forestry wilt have tree planting projects in April, planting 250 trees in parks and street right of way. Mowing crews have been picking up trash in the parks. The next regular Leisure Services Commission Meeting will be held Tuesday, May 14, 2019 at the 1101 Campbell office. Brenda Durbahn asked for motion to adjourn. Motion by Bob Bamsey to adjourn, second by Jaclyn Spencer. Adjourned at 8:34am. Samec, Secretary / qh Signed this Date Page 294 of 323 CITY OF WATERLOO Council Communication Leisure Services Commission Board Meeting minutes of March 12, 2019. City Council Meeting: 5/28/2019 Prepared: REVIEWERS: Department Reviewer Action I.....deisure Services .11uting., P aud Approve Clerk Office .11.igby, -Nancy Approve ATTACHMENTS: Description 3/12/19 Minutes Type Backup Material Date 5/16/2 :23 PM 5/21/2019 10:34- AM SUBJECT: Leisure Services Commission Board Meeting minutes of March 12, 2019. Submitted by: Submitted By: Page 295 of 323 MINUTES WATERLOO O LEISUI E SERVICES COMMISSION TUESDAY, March 12, 2019 Waterloo Leisure Services 1101 Campbell Avenue Sharon Samec called the meeting to order at ':3 am. Present: Brenda Durbahn, Sharon Samec, Jadyn Spencer, Tom Powers, Tom Christensen Staff: Paul Huting, JB Bolger, Chris Dolan, Travis Nichols, Bill Bachman, Mark Gallagher arrived at 7:3am Absent: Bob Bamsey, Xavier Leonard, Council Liaison Steve Schmitt. All that were present introduced themselves. Sharon Samec called for approval of the agenda. Motion to approve agenda by Tom Powers second by Brenda Durbahn. Ayes: AU. Nays: None Sharon Samec called for motion for approval of the 01/08/2019 meeting minutes. Motion by Tom Powers to approve minutes, second by Brenda Durbahn Ayes: All Nays: None Due to winter weather, a meeting was not held in February 2019. Sharon Samec called for approval of the bilis. Motion by Brenda Durbahn to approve bilis, second by Jaclyn Spencer Ayes: All Nays: None ELECTION OF OFFICERS Motion to nominate Brenda Durbahn as Chair. No further nominations. Motion by Sharon Samec, second by Tom Powers to appoint Brenda Durbahn as Chair. Ayes: All Nayes: None Motion to nominate Jadyn Spencer as Vice Chair. No further nominations. Motion by Tom Powers, second by Sharon Samec to appoint Jadyn Spencer as Vice Chair. Ayes: All Nayes: None Motion to nominate Sharon Samec as Secretary. No further nominations. Motion by Brenda Durbahn, second by Tom Powers to appoint Sharon Samec as Secretary. Ayes: Ali Nayes: None COMMITTEE ASSIGNMENETS Members were asked to fill out the Committee Preference sheet. The Commission Chair will make assignments after reviewing preferences. UPDATE ON FY2020 BUDGET Paul Huting provided an update on the FY2020 budget. City Council approved the proposed budget. Union contract negotiations are ongoing so personal services costs are not firmed up. Page 296 of 323 PLAIT WATERLOO! TREE PROGAM The Young Family Foundation provided a $20,000 gift to Leisure Services for the purpose of replanting trees in Waterloo to replace those lost to the Emerald Ash Borer. This gift made it possible to offer 250 trees for sale to Waterloo residents at $20 per tree, limit of 2 trees. Trees are being pre old with tree distribution on April 25th. SKATE PARK DESIGN PROCESS Design workshop was held January 29th. Spohn Ranch gave an overview of the proposed site and budget and presented multiple options for potential layouts and features. Over 20 people were there on a very cold evening and provided good input. Applications are being submitted to help with funding this project estimated at $350,000. STAFF UPDATES Young Arena — Chris Dolan Black Hawks are currently in 2nd place in their division with only nine games left, then the playoffs. The top six teams make the playoffs. Attendance has been good. The high school team won their regular season and league tournament. They are heading to the national tournament. The youth wrestling tournament put on by Waverly Wrestling Club was held first weekend in March, with just under 1,000 wrestlers. This is the busiest two day event held at the arena. Fire Department visited the ammonia coolant area to make themselves more familiar with the facility. This will help the firemen in an emergency situation. Parking continues to be a challenge for those using the arena. Sports and SportsPlex — Mark Gallagher Soccer and volleyball tournaments were held over the weekend. Indoor baseball and softball tournaments are next on the schedule. High schools soccer teams are heavily booked for the turf area through March. Winter weather has caused extra work to keep sidewalks and parking Tots clear but has kept people using the facility. The sportsplex has been very busy. The first session of Tee Bali is scheduled to start in five weeks. Looking at potential of flooding and making contingency plans for having the session indoors. The ball diamond at Sullivan Park is scheduled to be updated this spring. Construction — Travis Nichols Crew has been working on snow removal for the last two months. Working on updates at the pro shops. Made a coat rack for the daycare at the SportsPlex. Flooding is predicted for the spring. Reviewing plans to be prepared. Golf and Downtown Area — JI3 Bolger All-time record amounts of snow removal in February, credit to entire department for all their work to complete this task, Crew has groomed the cross country ski trails at Iry Warren multiple times. The trails seem to be well utilized. Finished the removal of all trees and stumps at South Hills. Give credit to forestry and golf guys for all their hard work. Excavator was rented to repair a washout on the #1 pond at South Hills, rip rap was added to reduce the potential in the future. Plans are out for bid on Lincoln Park renovation. Pre-bid meeting will be held with contractors to answer any questions. Updates are being made at South Hills and Warren pro shops including adding many new TVs, window coverings, carpet and fresh paint. The golf pros have invested in new point of sale systems, sound systems, new cart fleet. The pro shops will now have full bars with liquor, ice bins, soda guns and drains. Page 297 of 323 Forestry — Todd Derifield Finished the tree removals at South Hills, 330 trees and stumps. Stumps will be filled in the spring. Finished the ash tree removals in the parks. We have removed 4,682 ash trees in the last five years. There are 249 ash trees being treated either by the home owners or by the City. We will continue to monitor those trees. A stump removal contract is being prepared. Bids are currently being accepted for the log pile at South Hills, over 700 logs. Council has approved the sale and authorized those funds to be used to purchase trees to replace some of the trees removed. The contractor has one more tree to remove at Hope Martin Park and will take care of the stumps in the spring. The next regular Leisure Services Commission Meeting will be held Tuesday, April 9, 2019 at the 1101 Campbell office. Sharon Samec asked for motion to adjourn. Motion by Tom Powers to adjourn, second by Jaclyn Spencer. Adjourned at 8:2l am. Sharon'Samec, Secretary S) Signed this Date Page 298 of 323 CITY OF WATERLOO Council Communication Planning, Programming & Zoning minutes of April 2, 2019. City Council Meeting: 5/28/2019 Prepared: 5/22/2019 REVIEWERS: Department Reviewer Action Planning & :fling Schroeder; Arie pprove Clerk Office .11igby -.Nancy Approve ATTACHMENTS: Description p&Z minutes of 412/19 Type Cover Memo Date 5/22/2 9:36 .A.M 5/22/2.019....9:'l..8 A SUBJECT: Planning, Programming & Zoning minutes of April 2, 2019. Submitted by: Submitted By: Page 299 of 323 MINUTES CITY OF WATERLOO, IOWA PLANNING, PROGRAMMING AND ZONING COMMISSION REGULAR MEETING - 4:00 P.M. April 2, 2019 The regular meeting of the Waterloo Planning, Programming, and Zoning Commission was called to order by Chairperson Wilber at 4:00 p.m. in the Harold E. Getty Council Chambers at Waterloo City Hall. Members present were: Holdiman, Hall, Donat, Wilber, Trost, Serfling, and Mohammad Members absent were: Buttgen and Flynn. Others present: Noel Anderson, Aric Schroeder, Tim Andera, Chris Western, John Dornoff and Seth Hyberger — Planning Department, Jamie Knutson — City Engineer, Keith Kaspari — Waterloo Airport Director, Jerome Amos — City Council Liason, and 28 citizens. I.Approval of the Agenda It was moved by Trost, seconded by Holdiman to approve the agenda as submitted. Motion carried unanimously. II. Approval of the Minutes from the Regular Meeting on March 5, 2019. It was moved by Holdiman, seconded by Trost to approve the minutes as amended. Motion carried unanimously. III. Financial Report: February 2019 Anderson gave the financial report for February 2019 indicating that we are 58% through the year and department is at 65% of expenses and 51% of revenue for the year. It was moved by Holdiman, seconded by Hall to receive and place the financial report on file. Motion carried unanimously. IV.Oral Presentations No Oral Presentations V.New Business A. Hearings — Site Plan Amendments 1. Request for Darci Lenehan for a site plan amendment to the "M -2,P" Planned Industrial District to allow for the construction of a 14,400 square feet Truck Wash building located north east of 2510 Leversee Road. It was moved by Holdiman and seconded by Hall to receive and place on file the statement of verification at 4:03 p.m. Motion carried unanimously and Wilber declared the hearing open. Hyberger gave the staff report recommending approval with the condition that the final site plan meets all applicable city codes, regulations, etc. including, but not limited to, parking, landscaping, screening, drainage, setbacks, etc. Donat asked if the applicant was aware of the issue with utilities not being installed for a year to which Hyberger responded he believes that they understand that. Rachel Cheeney, 2210 Leversee Road, Cedar Falls. Stated that she and her husband have lived in the area for 32 years and is not happy her view is going to change but wanted to know the timeline for the fencing Page 300 of 323 Planning and Zoning Commission April 2, 2019 and landscaping of the site since the parking is right outside her yard and quested if the plan submitted is the final orientation of the building or if it could be altered to which Anderson responded that landscaping is usually last so that it is not damaged by construction and the plan submitted was designed to enable turn movements for the trucks. It was moved by Hall, seconded by Holdiman to close the public hearing. Motion passed unanimously. The hearing was closed at 4:12 p.m. It was moved by Serfling, seconded by Trost to recommend approval of the site plan amendment with the condition that the final site plan meets all applicable city codes, regulations, etc. including, but not limited to, parking, landscaping, screening, drainage, setbacks, etc. Motion passed unanimously 2. Request by Stefanie Hartel for a Site Plan Amendment for a dog care facility in an "M -2,P" Planned Industrial District located south of 3289 Airport Road. It was moved by Holdiman and seconded by Donat to receive and place on file the statement of verification at 4:14 p.m. Motion carried unanimously and Wilber declared the hearing open. Hyberger read the staff report recommending approval of the site plan amendment with the condition that the final site plan meets all applicable city codes, regulations, etc. including, but not limited to, parking, landscaping, screening, drainage, setbacks, etc. In addition to receiving necessary approvals from the Federal Aviation Administration (FAA) in regards to an airspace study and other necessary requirements. Donat asked if the concern about the water main had been solved and if the applicant understands the concern about dog waste to which Hyberger noted that it was not a concern just a note that it was a Waterloo Works waterline not the private line that covers most of the airport and the applicant confirmed that they understand about the dog waste issue. Wilber asked if the minor plat will be a separate request to which Hyberger confirmed it will. Stefanie Hartel, 1479 Oakcrest Drive stated that she was the applicant and her general contractor Simon Gingerich was present, and noted this came before the commission a few months ago at a different site but that site was recommended for denial but has worked with the city for this new location. Noted that this is an upscale doggy day care that will cater to commuters along US Highway 218 and to people flying out of Waterloo Airport to support the airport and encourage people to use the Waterloo Airport. Pete Downs, 3231 Abraham Drive, Cedar Falls and owner of the building at 3105 Airport Road to the south of the proposal, stated that he is in favor of the proposal but wanted the applicant to be aware of flooding conditions that can occur during periods of snow melt and distributed photos of the property when water was present on the site. Downs described how the water affected his building including prohibiting expansion of the site. Trost asked Downs when he typically sees water to which Downs answered during the snow melt, it does not happen with the heavy rain events. During the time it does flood it will go into the loading docks and they will lose 10 to 20 parking spaces. He is concerned because he does not want water in the building but does support the project. Serfling asked how long it usually takes to disperse the water to which Downs responded that this year it took about 2 weeks due to the amount of snow but it is usually less than a week. Donat asks which building is Downs to which Downs answered the one to the south the proposed site. Holdiman asked if there was storm sewer in the area to which Knutson said no. Wilber asked if the large amount of rain last September caused problems to which Downs answered no. Trost asked for clarification to ensure that storm water detention will be required to which Anderson answered yes. -2 Page 301 of 323 Planning and Zoning Commission April 2, 2019 Holdiman asked Hartel if she was aware of the storm water issues to which she answered no but there will be two storm water detention basins at the site. Donat asked if it snows that much that there would be a water issue when it melted to which commissioners answered yes. Keith Kaspari, Waterloo Airport Director, 2790 Livingston Lane, stated that he fully supports the project, noted that airports across the country are supporting these types of projects, and is looking forward to breaking ground. Donat asked if the applicant needs more time to deal with the drainage to which Anderson responded that the full drainage plan is not needed for the site plan amendment and if the need to make a minor change in the building that can be taken care of even after it goes to council and Trost responds that the applicant has time to make decisions and could decide not to move ahead but at this time it is important to get the site plan approved. It was moved by Hall, seconded by Holdiman to close the public hearing. Motion passed unanimously. The hearing was closed at 4:36 p.m. It was moved by Hall, seconded by Donat to recommend approval of the site plan amendment with the condition that the final site plan meets all applicable city codes, regulations, etc. including, but not limited to, parking, landscaping, screening, drainage, setbacks, etc. In addition to receiving necessary approvals from the Federal Aviation Administration (FAA) in regards to an airspace study and other necessary requirements. Motion passed unanimously B. Special Permits 1. Request by Stefanie Hartel for a Special Permit for a dog care facility located south of 3289 Airport Road. Hyberger gave the staff report recommending approval with the condition that the final site plan meets all applicable city codes, regulations, etc. including, but not limited to, parking, landscaping, screening, drainage, setbacks, etc. In addition to receiving necessary approvals from the Federal Aviation Administration (FAA) in regards to an airspace study and other necessary requirements. Item was discussed with item A-2 above. It was moved by Hall, seconded by Donat to recommend approval of the special permit with the condition that the final site plan meets all applicable city codes, regulations, etc. including, but not limited to, parking, landscaping, screening, drainage, setbacks, etc. In addition to receiving necessary approvals from the Federal Aviation Administration (FAA) in regards to an airspace study and other necessary requirements. Motion carried unanimously. 2. Request by A -Line EDS for a Special Permit to expand a salvage yard located at 808 Dearborn. Western read the staff report recommending approval of the special permit. Western handed out a letter from A -Line EDS and pictures taken from the Maywood area. Hall noted that in the Tech Committee notes, Engineering asked about hard surfacing of the expansion area to which Schroeder responded that the site plan indicates gravel surfacing and that is allowed by the zoning ordinance. -3 Page 302 of 323 Planning and Zoning Commission April 2, 2019 Wilber asked if the applicant has purchased the property they are expanding to which Schroeder responded that the applicant can further explain but at this time they are in the process of acquiring the land. Wilber also asked about the conditions that were shown in the Tech Committee review packet such as buffering and if the property will have to be fenced to which Anderson responded that the conditions do not apply to this proposal since the expansion will not be on facing a public street but the full expansion will need to be fenced. Eric Johnson, Beecher Law Office representing the applicant, explained that A -Line EDS is a national business with contracts across the United States decommissioning power plants in an industry that is very heavily regulated by both the state and the EPA who come out on both a regular basis to test and do audits. They are requesting this expansion to expand their storage but are not looking to expand the building in this area. The company is looking to buy about half of the 500 foot piece of land to the east. The company is only planning to use 200 -feet to the east with the rest being an access easement for the current owner. Applicant made an open offer to meeting with neighbors and offered tours of the facility. Biggest complaint heard was about the pre -chop operation and the company is looking to work with an acoustical engineer to solve that sound problem. Operations generally end at 4:OOpm or within an hour or two of that time. They are not required to do something acoustically but want to be good neighbors. The applicant is also willing for the commission to add a condition that says that it can only be used for storage. Hall noted in the staff report that the property has not had any issues with inspections and asked if those were local inspections and if the EPA and state do random inspections to which Johnson answered that yes those were probably local inspections, the EPA does not announce their inspections but are much more thorough than local inspections. Wendy Jordan, 943 Roosevelt Street distributed a petition of 61 neighbors who are against the expansion of the salvage yard, noting concerns about the expansion due to noise, smell, dust, potential health risks and negative effect on property values. Jordan noted that people outside the 600 -foot buffer have issues with the noise, and the noise happens from as early as 4:OOam to as late as 11:OOpm and in violation of the noise ordinance and has contacted the Black Hawk County Health Department due to concerns with the chemicals they may be using. She stated that they took the tour with 7 neighbors the night before and stated that the representatives from the company seemed unaware about the noise problems. The proposed sound barrier should be in place before expansion is allowed. They were unaware of the smell from their site that comes from the furnace that burns the insulation off the transformers. Stated the company officials denied that they are the source of the dust particles and they can be the only source in the neighborhood. The dust particles would be in violation of the DNR. Jared from the Black Hawk County Health Department suggested Jordan to request the Material Safety Data Sheets which Jordan says the company declined to provide. Jordan also took issue with the staff report saying that would not have a negative impact on the neighborhood as it would and there is only a thin line of trees as a buffer that shed in the winter. Neighborhood is a nice neighborhood besides A -Line. Holdiman asked Jordan if the noise and smell is all the time or sporadic to which Jordan responded that it was sporadic and it depends on what part of the operation they are doing. Debra Mattix and Paul Barnett, 719 Creston noted they have owned the property at that address since 1981 and have never had a problem with the facility until the last couple of years when they started hearing noise. Believes the chipper moves sound away from the A -Line offices toward their property. Barnett has sinus problems and the smell does affect him. There have been multiple times that they have -4- Page 303 of 323 Planning and Zoning Commission April 2, 2019 had family over and not been able to be in the backyard due to the problems with the site. Barnett says their neighbors dog has lung cancer and some of their neighbors hope it isn't caused by the dust created by A -Line. It has only been in the last couple of years that the problems started to occur. Wilber noted to the applicant that the commission is only making a recommendation on the expansion and that even if they were to recommend denial that the operation will still be there to which Mattix responded that she understands that but sees no guarantees that if the expansion is approved they will not put buildings closer to their neighborhood. Randy Mangrich, 944 Shultz Street and Patrick Kupka, 938 Shultz Street, noted they feel the decision is already made because they are already doing work to level the ground and put a foundation in for the fence and is concerned about the noise problems and damage to the environment if the expansion happens. Kupka stated a large area has been done and says the buffer area is a low lying area that has water all the time and a mosquito problem. Michael Voshell, 405 Creston on the south side of the proposed expansion. There used to be 8 to 12 acres of trees but in the last few weeks they have all been removed from 11:OOpm until 4 or 5am. Stated that he feels that all the work has been done but hasn't been approved. Julie Plummer, 503 Creston Avenue, does not want the expansion because of the noise and the pollution. Michael Adams, 723 Creston Avenue, purchased his house in 2014, and noted he grew up with a used car lot and salvage yard but they don't make a lot of noise but this place does. He stated it seems questionable that all the work is done and can look out the back window and see their facility. Jerome Amos, City Council Ward 4, 119 Ricker Street, stated that he has had more calls on this issue than anything else in his entire 3 1/2 years as a city council member. Stated that he wants the commission to take into consideration the impact this operation is having on his constituent's quality of life. Understands that the operation is meeting all the standards but clearly there are some issues and hopefully you will do the right thing. Holdiman stated that no matter what happens the operation will still be there and that is not going to change. Mark Jordan, 943 Roosevelt, feels the expansion should not happen and that this operation should be in an "M-2" zoning not in an "M-1" zoning and they should be moved out to another industrial site, Schroeder noted that there is not a 600 -foot buffer requirtment for the expansion of an existing yard as it only applies to new yards and the Zoning Ordinance has this operation as a permitted use in the "M-1". James Voshell, 1013 Roosevelt asked where the new road was going that Johnson discussed. Johnson rebutted stating that his client has indicated that they have not run a second shift after complaints from neighbors and that his client is not open at 4:OOam but indicated the current owner of the property PCI has been out early in the morning doing work and they are meeting the standards that are set by the EPA and DNR. As stated before the expansion area will only be for storage. If the expansion is not approved the operation will not be going away. Johnson also pointed out that the road that was discussed would run off of existing Dearborn to the land that will still be owned by PCI so it is not landlocked but it is only an easement and will not be built unless needed but it will not go to Maywood neighborhood. -5 Page 304 of 323 Planning and Zoning Commission April 2, 2019 Hall asked if it would be for vehicle storage or other storage to which Johnson responds that it will be for vehicle storage and maybe some of the transformers before they are broken down but no work is being done in the yard. Wilber asked if the applicant has done work on the expansion area to which Johnson responded that PCI may have been doing some of the work out there, clearing the land and prepping for the fence. Holdiman asked if footings have been poured to which Johnson says that a trench has been put for footings and if they were planning to put a building they would need site plan approval. Serfling asked Johnson if he believes that they will follow through on the sound mitigation and Johnson answered that is why they are hiring the acoustical engineer. Donat asked if they were planning to enclose the area where the noise is occurring and Johnson stated that they most likely would look at a wall or some other way to mitigate the noise but cannot commit to a report that isn't done yet. Trost asked the commission that since Johnson represents him on other legal matters that if he should abstain from voting to which Holdiman said it could be a conflict of interest so Trost indicated he would abstain from voting. Holdiman restated his point that even without the expansion, the issues that have been discussed by the neighbors would still exist. Wilber asked what the commission felt about the condition of requiring the expansion only be for storage to which Holdiman responded that is what Johnson asked to be done. Mohammad stated she favors the restriction due to the community concerns. Hall stated that he feels that it is good that the issues were brought forward to the commission and to political leadership but at this point the commission does not have a whole lot of reason to deny the request. Donat agreed with comments of the other commissioners and stated the residents need to go to the city and code enforcement about the problems. It was moved by Hall, seconded by Muhammed to approve the special permit request with the conditions that the expansion area be used only for storage. Motion carried 5-1-1 (with Donat voting against and Trost abstaining due to possible conflict of interest). C. Plats 1. Request by the City of Waterloo for the Preliminary Plat of Waterloo Air and Rail Park a 12 -lot commercial subdivision located north of 3040 Leversee Road. Dornoff read the staff report recommending approval of the plat with the condition that the plat is updated and additional documents are submitted as required by staff before the request is sent to City Council. Donat asked if he should be concerned about the issues that engineering raised and when the final plat comes there will not be a list of problems to which Dornoff responded that it will not go to council until they are all cleared up although the final plat when it comes can have its own issues. -6 Page 305 of 323 Planning and Zoning Commission April 2, 2019 It was moved by Trost, seconded by Serfling to approve the request with the condition that the plat is updated and additional documents are submitted as required by staff before the request is sent to City Council.. Motion carried unanimously. D. Vacates 1. Request by the Black Hawk Contracting & Development to vacate 1' 1" of a 15' storm sewer easement located south of 1019 Vermont. Dornoff gave the staff report recommending approval of the vacate. It was moved by Donat, seconded by Serfling to approve the vacate request. Motion carried unanimously. VI. Discussion The next meeting will be on May 7th, 2019. VII. Adjournment It was moved by Hall, seconded by Donat, to adjourn the meeting at 5:44 p.m. Motion carried unanimously. Respectfully submitted, John Dornoff, Planner I _7 Page 306 of 323 CITY OF WATERLOO Council Communication Historic Preservation Commission minutes of February 19 and March 19, 2019. City Council Meeting: 5/28/2019 Prepared: 5/22/2019 REVIEWERS: Department Reviewer Action Date P laming & Schroeder,Approve 5/22/2 9:46 AM Clerk Office i m hy, -. ancy Approve 5/22/20. 99:48 AM ATTACHMENTS: Description imm ut s or 2/1 )/1 9 C HP minutes or 19 9 SUBJECT: Submitted by: Type Cover o �,....;��V,"l➢,ro ..o Historic Preservation Commission minutes of February 19 and March 19, 2019. Submitted By: Page 307 of 323 WATERLOO HISTORIC PRESERVATION COMMISSION REGULAR MEETING — February 19, 2019— 4:30 P.M. First Floor Conference Room, City Hall Ottesen called the regular meeting of the City of Waterloo Historic Preservation Commission meeting to order at 4:30 p.m. Commission Members in attendance were: Jaacks, Ottesen, Stevens, Price, and Morehouse. Commission Member(s) absent were: Jenson and Miller. Others Present: Pat Morrissey — City Council Representative and John Dornoff— Planning Staff. Approval of Agenda Motion made by Price, seconded by Morehouse to approve the agenda of the February 19, 2019 regular meeting. Motion carried unanimously. Approval of Minutes Motion made by Price, seconded by Morehouse to approve the minutes of the January 15, 2019 meeting. Motions passed unanimously. Hearings No hearings. Reports 1. Main Street There was no design reviews in the past month. The major topic of discussion is the watering of the flowers in the downtown area. Last year there was no reliable source of volunteers to insure that the flowers get watered which must be done once per day. 2. Silos and Smokestacks. No Report. 3. Grout Museum The Grout museum is interested in teaming with the commission for the annual awards banquet. 4. Building Update There has been a radio and television article about the Central Battery building that is on the Iowa Most Endangered List. -1- Page 308 of 323 5. Project Update The Walnut survey is currently being reviewed by SHPO and should be going to the State Nomination Review Committee in June. The contractor is looking to have a public hearing on the matter in April or May. Dornoff put in about 60 hours into doing research reports for Smokey Row in January and that both volunteer and staff hours is over what is required for the grant. The final public hearing for the Smokey Row survey will be the month that the Walnut survey is not. The contractors for the Civil Rights grant project were in town in early February and met with city staff after they had spent the day doing research at the Grout Museum. 6. Highland No report. Discussion Items/Possible Actin Items 1. Banquet 2019 May 8th will be the date of the banquet for 2019. Morehouse will contact a "Moment in Time" to get catering information from them. 2. Possible Award Winners The Courier had an article requesting nominations for award winners for this year. Nominations will be taken until the end of March 1St and the commission will make their decision at the next meeting. 3. School Art Project Stevens has contacted the school district about fliers and noted that there will not need to be separate Bosnian and Spanish versions like last year. Discussion on whether to include Expo since they do have some middle school students. 4. Preservation Iowa Preservation Iowa Summit will be from June 6 to June 8th, 2019 in Newton, Iowa 5. Design Guidelines The design guidelines were approved by council on January 22nd, the commission will take up the new set of guidelines starting in June. 6. City of Waterloo Most Endangered Properties List for 2019 The list will be up for approval next month. 7. City Owned Properties/Demo List -2- Page 309 of 323 There is discussion on the city taking the Central Battery building then possibly selling it to JSA. 8. Action Plan Dornoff updated the action plan and the commission will start reviewing it next month. 9. Website Update The FAQ's have now been posted on the website and the website has been getting complements. Dornoff stated that he has the awards pictures almost ready to be posted but is trying to make them perfect first. 10. FAQ's No additions to the FAQ's have been suggested. 11. Maps and Publications Dornoff stated that working on the maps and publications has taken a back seat due to the research summaries for the Smokey Row survey and probably will not get back to them until June. Adjournment Ottesen adjourned the meeting at 5:15 p.m. Respectfully submitted, John Dornoff Planner I 3 Page 310 of 323 WATERLOO HISTORIC PRESERVATION COMMISSION REGULAR MEETING — March 19, 2019— 4:30 P.M. First Floor Conference Room, City Hall Ottesen called the regular meeting of the City of Waterloo Historic Preservation Commission meeting to order at 4:30 p.m. Commission Members in attendance were: Ottesen, Stevens, Miller, Rohret and Morehouse. Commission Member(s) absent were: Jenson. Others Present: EJ Gallagher — Grout Liason, Pat Morrissey — City Council Representative and John Dornoff— Planning Staff. Alice Rohret was welcomed as the newest member of the commission. Approval of Agenda Motion made by Stevens, seconded by Miller to approve the agenda of the March 19, 2019 regular meeting. Motion carried unanimously. Approval of Minutes Motion made by Morehouse, seconded by Stevens to approve the minutes of the February 19, 2019 meeting. Motions passed unanimously. Hearings Nomination of Annual Award Winners The commission discussed the number of award winners Motion made by Stevens, seconded by Morehouse to nominate the following for awards in 2019: The Smokey Row three: Orrin Miller, Tim Kuhlmann, and Sue Pearson; Judy and Dean Toepfer; the Courtyard by Marriott Tech Center, and the Hotel President. Motion carried unanimously. Approval of the City of Waterloo Most Endangered Building List for 2019 Motion made by Morehouse, seconded by Stevens to approve the list of the Most Endangered Buildings for 2019. Motion carried unanimously. Approval of the Map of National Register Buildings and Districts in Waterloo Dornoff noted that there is a minor correction needed in the numbering that will be corrected before it is posted. Motion made by Morehouse, second by Rohret to approve the Map of National Register Buildings and Districts in Waterloo. Motion carried unanimously. -1- Page 311 of 323 Reports 1. Main Street There was 2 design reviews last month. Funky Junk aloo will be this weekend March 23rd and 24th at the 5 Sullivan Brothers Center. Fridayloo's and My Waterloo days will be coming up soon. Main Street is still looking for volunteers to help out this year. 2. Silos and Smokestacks. No Report. 3. Grout Museum The Grout had their board meeting last week. The Friends of the Grout had their annual St. Patrick's Day breakfast on March 17th which went well despite the power outage. 4. Building Update Morrissey noted that there is money to fix up the Dunsmore House in the CIP. 5. Project Update Dornoff stated that there will be a public hearing on April 16th from 6:OOpm to 8:OOpm at the Law Court Theater at the Center for the Arts for the Walnut National Register of Historic Places Nomination. A representative from the consultant will be present to make a presentation and answer questions. Dornoff will be mailing a notice letter to home owners in the potential district about the meeting. The Smokey Row survey is almost done. There will be a meeting on April 4th from 6 to 7pm at Jubilee UMC Resource Center to discuss this and other projects and how being a historic district will affect homeowners. Dornoff noted that the consultants for the Civil Rights Project were in town a few weeks ago researching information at the Grout Museum. They met someone whose family grew up in the Smokey Row area. 6. Highland Miller said that the neighborhood plans to get the plaques up once the weather is better. Discussion Items/Possible Actin Items 1. Banquet 2019 May 9th will be the date of the banquet for 2019. A "Moment in Time" has not returned calls to Morehouse about catering the event and will look for alternatives if they cannot do it. -2- Page 312 of 323 Morehouse also asked if there should be a cash bar and consensus was yes. Morehouse volunteer to do the review of 2018 for the event. Dornoff said he would do the introduction if no one else volunteers on the other items. Stevens will do the School Art Project winners. 2. School Art Project Stevens has contacted the school district about fliers and noted that there will not need to be separate Bosnian and Spanish versions like last year. Discussion on whether to include Expo since they do have some middle school students. 3. Preservation Iowa Preservation Iowa Summit will be from June 6 to June 8th, 2019 in Newton, Iowa 4. Grants Dornoff noted that there will be grants coming up very shortly so it will be important to decide on projects and grants. 5. City Owned Properties/Demo List Morrissey noted that the demolition public hearing was pulled from the last city council meeting and some of the buildings need to come down. 6. Action Plan The commission will need to start updating and working on the action plan in June. 7. Website Update Due to busy budget hearings update have been put off but will start up again next week. 8. Maps and Publications Dornoff said that once the National Register map is up on the website and available for publication, he will move onto the next map project. He mentioned in previous meetings that he has heard that the Cedar Valley Historical Society has done some maps but has not seen any. Adjournment Ottesen adjourned the meeting at 5:30 p.m. Respectfully submitted, John Dornoff Planner I 3 Page 313 of 323 CITY OF WATERLOO Council Communication Complete Streets minutes of December 18, 2018 and March 19, 2019. City Council Meeting: 5/28/2019 Prepared: 5/22/2019 REVIEWERS: Department Reviewer Action Date w Schroeder, Clerk 0 Mee i l igbyy N an.cyApp ov �� �.� :u4 7' AM i. ATTACHMENTS: Description Coiplete Streetsf mn":t ,,, / 1. °/ ` gympfete Streets l mn.u.tes /19/19 SUBJECT: Submitted by: Type Cover o over ..o Complete Streets minutes of December 18, 2018 and March 19, 2019. Submitted By: Page 314 of 323 Minutes of The City of Waterloo Complete Streets Advisory Committee Meeting December 18, 2018 Meeting was called to order of the City of Waterloo Complete Streets Advisory Committee at 1:35pm December 18, 2018 by Chairperson Cass in the Mollenhoff Room, City Hall, 715 Mulberry Street. Roll Call: Members present were: Felicia Cass, Will Frost, Aric Schroeder, Pat Morrissey, Kevin Blanshan, and Jessica Rucker. Code Leseman was present as the designated member for Brian Schoon. Members absent were: Janet Buls, Dan Trelka, Abraham Funchess, Greg Young, Paul Huting, Brian Schoon, Jeff Bales, Wayne Castle and Mohammad Elahi. Also present: John Dornoff - Planning & Zoning Staff. It was moved by Blanshan, seconded by Schroeder to approve the minutes of the November 20, 2018 meeting. Motion carried unanimously. University Avenue • AECOM had presented at the previous meeting and Cass asked Blanshan if he had any other thoughts such as reducing the number of lanes east of Fletcher. Blanshan stated that INRCOG is looking at traffic models. Infill Policy • Cass said that she had a productive meeting with Knutson, Schoon, and Schroeder and stated that the policy will be tabled for now. • Knutson would like a list of projects that he can evaluate then get back to the committee and work out funding for the projects. • Knutson discussed the possibility of using road use dollars for sidewalk infill projects. • Look at small low hanging fruit to get process moving before trying to tackle bigger projects. • INRCOG is currently working on the city's Comprehensive Plan which should also include a section on complete streets. • Castle identified 4 projects: Area around Kittrell Elementary $52,000; Park Lane near Hoover Middle School $5,800; Irving Elementary/Johnson Street $21,500 and Esther Street from 4th to Logan $90,000 for a total request of $169,300. • Discussion on whether Johnson Street should be included as people could cut through the church parking lot as an alternative to the sidewalk in that area. Is there another project that could replace Johnson? It was moved by Blanshan, seconded by Morrissey, to approve the submittal of the 4 projects to Knutson for funding in FY2020. Motion carried unanimously. MPO 2045 Long Range Plan • Leseman reviewed Chapter 5 which discusses Pedestrian and Bicycle planning • 53.7% of bicycle riders have a Bachelor's degree or higher. • The plan discusses the various treatments for bicycles and pedestrians. • The plan shows the miles of existing treatments and proposed miles of treatments. • Not many new miles of dedicated trails due to maintenance cost. • Traffic congestion should not be an issue with the road diets except in a couple of spots. • It was discussed if there should be bike lanes on Ridgeway or a dedicated trail. Planning and Zoning Agenda • Schroeder went over the 3 pertinent items on the P&Z agenda. • First is the rezone of a section of land north of 1685 Independence for a landscape company. • Currently sidewalk on the south side of Independence that ends at the first trailer court. Page 315 of 323 Complete Streets Advisory Committee December 18, 2018 • People are observed walking in area and it is lower income even though it does turn semi -rural. • A second rezone is proposed at 45 East Airline Highway for another landscaping company. Currently there are no sidewalks in the area or trails although the long range plan does propose a trail along US Highway 63 which is just to the west. • There was discussion on the easement vacate on Farrington as the area to the south was a large subdivision created back in 2001 which was a rural subdivision in the city. The large lot subdivision blocks easy walkability from the area to the north to University and the retail stores in that area. Franklin Street Reconstruction • There appeared to be pushback to the lack of bike lanes along the Franklin Avenue reconstruction last month. • The bicycle plan is being used as a reason to justify not putting bike lanes along Franklin, possibly using Mulberry or Sycamore as an alternative. • Concerns over the amount of truck traffic on Franklin north of the railroad. East 4th Street Pedestrian Railroad Crossing • A new study will be needed to examine what should be done to cross the Canadian National tracks at East 4th Street. Chairperson and Vice Chairperson • Cass would like to step down and bring new leadership to the committee. Blanshan would also like to step down from the committee itself and put in Leseman as a full voting member. • Still no direction from the mayor on whether Tom Powers position would be replaced. • Keep existing officers for now until the committee has a better idea on membership direction. It was moved by Morrissey, seconded by Frost to keep Cass as Chairperson and Blanshan as Vice - Chairperson. Motion carried unanimously. General Discussion • There will be no meeting in January, the next meeting will be February 19tH Adj ournment Cass adjourned the meeting at 3:OOp.m. Respectfully submitted, John Dornoff Planner I 2 Page 316 of 323 Minutes of The City of Waterloo Complete Streets Advisory Committee Meeting March 19, 2019 Meeting was called to order of the City of Waterloo Complete Streets Advisory Committee at 1:35pm December 18, 2018 by Chairperson Cass in the Mollenhoff Room, City Hall, 715 Mulberry Street. Roll Call: Members present were: Felicia Cass, Will Frost, Janet Buls, Pat Morrissey, Dan Trelka, and Jessica Rucker, Jeff Bales, Brian Schoon, Wayne Castle, Codie Leseman and John Dornoff was present as the designated member for Aric Schroeder. Members absent were: Kevin Blanshan, Ray Feuss, Abraham Funchess, Greg Young, Paul Huting, and Mohammad Elahi. It was moved by Morrissey, seconded by Trelka to approve the minutes of the December 18, 2018 meeting. Motion carried unanimously. East 4th Street Pedestrian Crossing • Leseman noted that the city is doing a study on moving the Canadian National Railroad Yard to another location but he noted it would be very expensive possibly in the 9 digit range. • Cass asked Leseman to continue talking the mayor about the situation. Planning and Zoning Commission • Dornoff went over the Planning and Zoning Commission meeting agenda for this month. • Three of the requests are at the airport and noted that there is no sidewalks or transit service in the area and little hope for it. The fourth request is on Dearborn Street off of Dubuque road and once again is in an area with no sidewalks and no plans for them. • The last request is a vacate south of 1019 Vermont Street at the former Baltimore Field site being developed by Blackhawk Construction and Development. It was noted that sidewalks had not been installed but according to Castle they will not get a occupancy permit without them. University Avenue • PSI was the low bidder on phase 2 who was also the low bidder on phase 1. • Phase 3, the final phase will let in February, 2020. • Phase 2 and Phase 3 will both be under construction in 2020. • The city has been awarded $1.5 million for enhancements. US Highway 63 • Trail will be extended from Parker to Franklin, although it will dead end at Franklin since there is no direction to go from there. • Suggested by Morrissey to stop the trail at Almond then have sharrows through Walnut to meet up with the Park Avenue bike lanes. • AECOM is working on the project. Franklin Street Reconstruction • The reconstruction of Franklin Avenue has been put off another year as the traffic department is going to have to replace wiring at Vinton and Nevada. • The design is for 3 lanes but bike lanes are not feasible. • The remaining portions of Franklin will be done in the following years after a large gas main is relocated by MidAmerican. Page 317 of 323 Complete Streets Advisory Committee March 19, 2019 Bike Share • A bike share group will be coming in May to talk to the MPO. • Tavis Hall has discussed bike share with the Visitors Bureau. • Cass wondered if the committee shouldn't be looking into electric scooters and other changes that are happening. Grants and other funding • A Wellmark grant was submitted to put in sidewalks along Esther Street after a person was hit by a car along the street in the section of the street with no sidewalks. • Possible infill in along Louise Street. • TAP funds are being applied for to make improvements to Park Avenue. • $169,000 requested in CIP, Castle not sure if anything was allocated. • Morrissey asked about a study for the 5th/6th street two-way street project. Sidewalk Policy • Discussion about the sidewalk policy on how it deals with trees, how many are too many to remove? • Refer to the forester for mitigation. • Power poles are not in the discussion. Jefferson/Commercial • Improvements on Jefferson/Commercial will wait until street recon happens next year. • Once recon is done then the streetscape project will be done. • 3 -lane option is being looked at but concerns about the amount of traffic around sports plex and Singlespeed Ridgeway • Not sure of status of Ridgeway study but it is primarily dealing with traffic. • Concerns about the traffic between La Porte and Kimball. • Looking at replacing the bridge on Ridgeway at Dry Run Creek which is too narrow. Other Projects • Next month will have a presentation on the Strava Heat Maps • Park Avenue has the highest bike activity with strava study. • Cedar River Marina District Funding proposal going out, presentation in May. • Currently refining items for study on La Porte/Hess. • Possibility of getting both the Park Avenue and 11th Avenue bridges replaces at a cost of $16 million and paid for by the Feds. Discussion • Morrissey noted that Ray Feuss has been appointed to the committee so Dornoff will have Schroeder have him added to the email list. 2 Page 318 of 323 Complete Streets Advisory Committee March 19, 2019 Adjournment Cass adjourned the meeting at 2:45p.m. Respectfully submitted, John Dornoff Planner I 3 Page 319 of 323 CITY OF WATERLOO Council Communication Community Development Board Meeting minutes March and April 2019. City Council Meeting: 5/28/2019 Prepared: 5/22/2019 REVIEWERS: Department Reviewer (2 o .r m rmrm.:un mty aE.. well.- p Ti e rm.:t Jones, .R....0 y . Clerk O ..ice i m.gbyy anirm. ;y ATTACHMENTS: Description Board. Meeting lV m:n rotes,,,,,,, a ch 2001) 13 Mrd. Meeting M m._mrmut , s 2019 SUBJECT: Submitted by: Recommended Action: Action Date Approve '4 5/22/ ,,,,,,, :34„ AM .Approve 5/22/20 :05 PM Type Cover mo r..o Community Development Board Meeting minutes March and April 2019. Submitted By: Rudy D. Jones, Community Development Director approval Page 320 of 323 MINUTES COMMUNITY DEVELOPMENT BOARD MEETING March 19, 2019 The regular meeting of the Community Development Board was held in the council chambers at City Hall at 715 Mulberry Street, Waterloo, Iowa at 4:00 p.m. on Tuesday, March 19, 2019. Members present: Donald Share, John Chiles, Maxine Tisdale, and Cody Leistikow Members absent: Precious Clark -Muhammad and Angela Weekley Also present: Rudy D. Jones, Community Development Director; Angie Fordyce, Community Development Coordinator; Anita Merfeld, Administrative Secretary; Matt Chesmore, Senior Rehabilitation Specialist; Felicia Smith -Halls, Neighborhood Service Coordinator; Dr. Jane Bradley, Provost and Vice President of Academic Affairs and Dave Grunklee, Dean of Business and Applied Technologies A. APPROVAL OF THE AGENDA Chairperson John Chiles asked for a motion to approve the agenda. It was moved by Tisdale, and seconded by Share to approve the Agenda. Motion carried. B. APPROVAL OF THE MINUTES FOR THE REGULAR MEETING ON FEBRUARY 19, 2019. Chairperson Chiles requested additions or corrections to the minutes for the regular meeting February 19, 2019. There were none. It was moved by Tisdale, and seconded by Leistikow to approve the minutes of the regular meeting February 19, 2019 as presented. Motion carried. C. OLD BUSINESS 1. Staff Updates and Training The process to rehire an Intake Specialist and Project Specialist has been initiated and the new jobs will be posted shortly. D. NEW BUSINESS 1. Hawkeye Community College Dr. Jane Bradley and Dave Grunklee discussed the Sustainable Construction and Design Course and discussed the construction of the new home at 219 Newell. yell. a keye has not determined how they will find an owner for the new home. Hawkeye Community College staff hopes that the partnership that they have with the City of Waterloo continues with several other projects like this. 2. Endorse Contracts for February 2019 Jones briefly touched on the change order from 621 Peek Street in the amount of $650 that needed the board's concurrence at the previous meeting. It was roved by Tisdale, and seconded by Share to approve the contracts for February 2019. Motion carried. 3. Neighborhood Services Report Ms. balls shared some of the events and news of the neighborhood associations which included the Neighborhood Coalition and Block by Block, 4. DC Coalition Trip Jones presented the power point presentation that he will be exhibiting at the Coalition meeting in April at Washington DC. 6. Thank you to Maxine Tisdale Thank you to Maxine for the three terms that she spent on the Community Development Board. Don Share volunteered to be the new board secretary. E. DISCUSSION ITEMS 1. National Community Development Week- April 22-26, 2019 Staff and community partners have been discussing events that would provide the greatest impact and how to use this week to showcase all that Community Development does for the community. Mark your calendars for April 22-26, 2019. 2. WCF Courier Article -Cedar valley Housing Market Remains Steady 3. Jones discussed the need for policy changes for CommunityDevelopment's emergency repair program A subcommittee was selected for discussion on this. Jon Chiles, Don Share, Cody Leistikow and Maxine Tisdale volunteered. ADJOURN MEETING Page 321 of 323 Minutes March 19, 2019 Page 2 With no further business it was moved by Tisdale, and seconded by Share to adjourn the meeting. Motion carried. The Chair declared the meeting aurhed, Board Secretary Page 322 of 323 MINUTES COMMUNITY DEVELOPMENT BOARD MEETING April 16, 2019 The regular meeting of the Community Development Board was held in the council chambers at City Hall at 715 Mulberry Street, Waterloo, Iowa at 4:00 p.m. on Tuesday, April 16, 2019. Members present: Donald Share, John Chiles, and Cody Leistikow Members absent: Precious Clark -Muhammad, Angela Weekley and Lisa Munoz Also present: Rudy I. Jones, Community Development Director; Angie Fordyce, Community Development Coordinator; Anita Merfeld, Administrative Secretary; Sue Schauls, Guest Speaker from Black Hawk County Landlord's Association A. APPROVAL OF THE AGENDA We did not have a quorum; no board business was attended to. B. APPROVAL OF THE MINUTES FOR 'HE REGULAR MEETING ON MARCH 19, 2019. We did not have a quorum; no board business was attended to. C. OLD BUSINESS 1. Staff Updates and Training The deadline for application submittal is Friday, April 12. The review of applications will be started shortly. D. NEW BUSINESS 1. Black Hawk County Landlords Association Sue Schauls spoke about the landlord association and the role it plays with the rental homes that the City of Waterloo has. 2. National Community Development Week- April 22-26, 2019 Several events have been planned which include an interview on the Steele Report, a radio interview on KXEL, creation of a new brochure, a proclamation, letters to our legislatures and a new video featuring Angie Fordyce. 3. Endorse Rehabilitation Contracts for March 2019 We did not have a quorum; no board business was attended to. 4. Neighborhood Services Report 5. Subcommittee Review of Emergency Policies Thanks to Ms. Tisdale, Mr. Share and Mr. Chiles for help and input about the updates to the policy for emergency repairs. A few more details need to be discussed before we implement the new policy. 6. Public Hearing on FY20 and Five Year Consolidated Plan A summary was provided for the FY20 and Five Year Consolidated Plan. The council approved the plans at the public hearing on April 15, 2019. E. DISCUSSION ITEMS 1. Truancy of Board Members ADJOURN MEETING No adjournment -did not have quorum. Respectfully submitted, Don Share Board Secretary Page 323 of 323